Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
LIST OF APPENDICES APPENDIX 0.1: RSK ENVIRONMENT LTD – BRIEF SUMMARY OF SERVICES APPENDIX 0.2: ORGANISATIONS CONSULTED DURING THE ENVIRONMENTAL IMPACT
ASSESSMENT PROCESS APPENDIX 0.3: KEY CONCERNS RAISED BY THE CONSULTEES APPENDIX 2.1: HISTORICAL ACTIVITY IN THE CORRIB FIELD APPENDIX 4.1: THE HARMONISED OFFSHORE CHEMICAL NOTIFICATION FORMAT (HOCNF)
SCHEME APPENDIX 7.1: BIOTOPES IDENTIFIED FROM THE LANDFALL AND CROSSING LOCATIONS APPENDIX 7.2: DESCRIPTIONS OF BIOMAR SITES IN BROADHAVEN BAY APPENDIX 7.3: INTERTIDAL MACROFAUNAL ABUNDANCE FROM THE LANDFALL AND
ADJACENT SITES APPENDIX 7.4: SYNOPSES FROM CONSERVATION SITES IN THE BROADHAVEN BAY AREA APPENDIX 7.5: SPECIFICATION FOR BROADHAVEN BAY MONITORING SURVEYS APPENDIX 7.6: CETACEAN SPECIES SIGHTED IN THE VICINITY OF BROADHAVEN BAY APPENDIX 8.1:CORRIB FIELD AND PIPELINE ROUTE SEDIMENT PHYSIO-CHEMICAL DATA APPENDIX 9.1: DISPERSION MODELLING APPENDIX 9.2: DISCHARGES TO WATER APPENDIX 9.3: WATER TREATMENT FLOWCHART APPENDIX 10.1: DESCRIPTION OF ATMOSPHERIC POLLUTANTS APPENDIX 14.1: MARINE ARCHAEOLOGY REPORT, AS SUBMITTED TO DUCHAS
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 0.1: RSK ENVIRONMENT LTD – BRIEF SUMMARY OF SERVICES
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP0.1 - 1
RSK Environment Ltd is an independent consultancy providing specialist support services in the areas of environmental, health and safety management to industry, finance and public sector clients. The core business of the company is based in the oil and gas industry.
RSK was founded in 1989, and has established offices in England, Scotland, the Republic of Ireland, the Isle of Man, Germany and Azerbaijan. RSK’s registered office is in Aberdeen and the Head Office is in Helsby, near Chester.
A large part of RSK’s work can be described under the umbrella of Environmental Impact Assessments. RSK works in all stages of the EIA process, from scoping, liaising with engineers during conceptual and detailed design to report production, and design and implementation of programmes for public dissemination of information. RSK also provide project management during construction and a high level of involvement during reinstatement.
International work is responsible for a large amount of RSK’s revenue. In the past eleven years we have completed work in nearly thirty countries worldwide. RSK has completed more than 200 Environmental Impacts Statements (EIS) during this time, including the following:
• Bellanaboy Terminal EIS, Ireland
• Second Interconnector EIS (subsea route), Ireland and Scotland
• Interconnector EIS (for both landfalls), Ireland and Scotland
• Offshore Oil Development EIS for Esson, Angola
• Drilling and oil production EISs for Elf, Exxon/Mobil, Chevron and BP in the former Soviet Union
• Pipeline route EISs (for oil and gas) from Azerbaijan to Turkey
• Landfall EIS for Elf, Bacton (Norfolk), UK
• Dock re-development EISs, Liverpool, UK
• Incinerator EIS, Isle of Man
• Power Station EISs, Azerbaijan and Morocco
RSK Environment has a wide range of specialists comprising Environmental Scientists and Engineers. RSK Environmental Scientists have disciplines including ecology, biology (including marine), geology, hydrogeology, landscape architecture, archaeology, chemistry and air quality. RSK’s engineering expertise is concentrated in civil, environmental, geological, pipeline and process engineering.
Presented below is a table giving a list of the offshore EIS work that RSK has carried out in the North Sea and associated areas.
Corrib Offshore EIS Enterprise Energy Ireland
APP0.1 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Technical area
Client Brief description
EIA/EIS BP Exploration Production of EIS for Auburn Field Development.
Venture Production Company
Production of EIS for Pine Development.
Venture Production Company
Production of EIS for Elm Development.
Venture Production Company
Preparation of PON 15s and POPA exemption applications for various drilling projects.
Marathon Oil/Lasmo
Production of EIA report for Larch Field in-field incremental development.
Marathon Oil Production of updated EIS for Brae Field Development.
Marathon Oil Production of EIS for Braemar Field Development.
BHP Petroleum Production of EIS for Keith Field Development.
Elf Exploration Production of EIS for Elgin & Franklin Development
Ranger Oil Production of EIS for Kyle Field Development.
Amoco Production of EIS for Cavendish Field Development.
Confidential Client
Production of EIS for a new Gas Field Development in SNS
Marathon Oil Peer review of EIS for Tranche 37 Well 153/5-A.
Audit/EMS BP Exploration Development and implementation of EMAS & ISO 14001 for SNS Business Unit.
Shell Detailed environmental audit of contracted drilling rig prior to drilling in environmentally sensitive waters off Falkland Islands.
Marathon Oil Offshore audits of Global Marine drilling rig (Glomar Artic III) and onshore contractor management systems.
Kerr-McGee Development of offshore Environmental Management programme for Gryphon FPSO and Murchison Platform.
Transocean Sedco Forex
Development of environmental management systems to cover all U.K. operations. Offshore audits.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP0.1 - 3
Transocean Completion of EMS gap analysis and development of environmental procedures.
Marathon Oil Development and publication of 1997 Environmental Performance Report.
BP Exploration Development and publication of 1997 and 1998/99 EMAS Environmental Statement.
Elf Exploration Completion of offshore (3 platforms and Flotta Oil Terminal) and onshore waste management audits.
Elf Exploration Completion of IPC Audit of Flotta Oil Terminal.
Roemex Development and implementation of ISO 14001.
Diamond Offshore Drilling
Offshore environmental audit of Ocean Nomad Drilling Rig.
Kerr-McGee Completion of audits of drill cuttings disposal companies prior to award of 3 year contract.
Kerr-McGee Pre-commissioning audit of Janice Floating Production Unit.
Atmospherics and IPPC/PPC
BP Exploration Atmospheric emissions monitoring on Schiehallion FPSO.
BP Exploration Atmospheric emissions monitoring on Foinaven FPSO.
BP Exploration Atmospheric emissions monitoring programme – PBLj drilling rig.
Elf Exploration NOx emissions monitoring programme – Piper B Platform.
BP Fugitive emissions and LDAR – Grangemouth Refinery
Shell (Switzerland)
Fugitive emissions and LDAR – Cressier Refinery
Elf Exploration NOx emissions monitoring programme – Flotta Terminal
BP Exploration Fugitive emissions and LDAR – Wytch Farm gathering station.
SNAM (Italy) Fugitive Methane emissions monitoring programme.
Training Global Marine Development and delivery of offshore environmental awareness training packages.
Sedco Forex Offshore environmental awareness training.
BP Exploration Provision of offshore and onshore waste management training for SNS personnel.
Corrib Offshore EIS Enterprise Energy Ireland
APP0.1 - 4 RSK/H/P/P8069/03/04/Appendices Rev01
Texaco Production of Asset Development’s Environmental, Heath, Safety and Quality Management System manual.
Marathon Oil Production of Environmental Awareness Training – A Manual for Marathon Employees.
Kerr-McGee Waste management awareness training for rig personnel and Kerr-McGee company representatives.
Amoco Waste management audits and training for Santa Fe (McGellan Rig) Drilling personnel whilst on contract to Amoco.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 0.2: ORGANISATIONS CONSULTED DURING THE ENVIRONMENTAL IMPACT ASSESSMENT PROCESS
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP0.2 - 1
OFFSHORE CONSULTEES Consulted by Letter or Telephone An Taisce (consulted on briefing document) Birdwatch Ireland Coastwatch Europe Dúchas Erris Inshore Fisheries Association Environmental Protection Agency Geological Survey of Ireland Irish Federation of Sea Anglers Irish Lobster Association Irish Salmon Growers Association Irish Shellfish Association Irish Underwater Council Marine Institute Maritime Institute of Ireland Public Exhibitions Pollatomish, McGraths Ballina, Downhill Hotel Killibegs, Fish Ireland Rossport Castlebar Belmullet Meetings Duchas, 26th July Environmental Protection Agency, 5th October
Corrib Offshore EIS Enterprise Energy Ireland
APP0.2 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
ONSHORE PIPELINE CONSULTEES Ecological Consultees:
• Dr. Andrew Bleasedale - Dúchas (West Regional Ecologist)
• Dr.Alan Craig - Dúchas (Principle Officer)
• Mr Patrick Crushell – Conservation Officer, Irish Peatland Conservation Council
• Dr. Tom Curtis - Dúchas (Rare and Protected Plant Species)
• Mr. Noel Culliton - Teagasc (Soils Division)
• Mr. Bob Cussen - Dúchas (Conservation Ranger, N. Mayo)
• Ms. Catriona Douglas – Dúchas, Research (Blanket Bogs)
• Dr Peter Foss – Irish Peatland Conservation Council
• Mr Paul Galvin - Chief Planning Officer, Birdwatch Ireland
• Ms. Jackie Hunt - Birdwatch Ireland
• Dr. Noel Kirby - Dúchas (Regional Manager)
• Ms. Anne-Marie McKee - Rare Plants data Co.Mayo
• Mr. Oscar Merne - Dúchas
• Mr David Norriss – Dúchas (Research Section)
• Mr Jim Moore - Dúchas (Asst. Regional Manager for Mayo)
• Mr. Willie Murphy - Teagasc (Soils Division)
• Mr. Tony Murray - Dúchas (Conservation Ranger, N.Mayo)
• Mr. Jim Ryan – Dúchas, Research (Bogs & Wetlands)
• Mr. Denis Strong - Dúchas (District Officer, N. Mayo)
• Mr.Michael Sweeney - Dúchas (Western Region).
• An Taisce - consulted on briefing document
Archaeological Consultees:
• Greta Byrne - Director of the Céide Field Centre
• Professor Seamus Caulfield - Belderrig Research Centre
• Brian Duffy – Dúchas, Senior Archaeologist
• Joe Fenwick – Archaeological, Galway
• Margaret Keane - Dúchas, Archaeologist
• Jane O’Shaugnessy – Dúchas, Archaeological Survey Unit of Co. Mayo
• Sue Zajac - Licensed archaeologist, Margaret Gowen & Co Ltd
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP0.2 - 3
General Consultees:
• Regina Allen – Central Statistics Office
• Jo Beirn - Mayo County Council
• Jane Brogan - Environmental Protection Agency
• Donal Daly - Geological Survey of Ireland (GSI) (Head of Groundwater Section)
• Breda Gannon – Mayo County Council
• Peter Gill – Horticultural Officer Mayo County Council
• Rebecca Kelly - GSI (Groundwater Section Assistant)
• Conner McDermott – GSI (Bedrock Geologist)
• Ray Norton - Mayo County Council
• Pat O’Connor - GSI (Principal Ecologist)
• Seamus O’Connor – Forestry Board
• Michael Sheeby - GSI (Quaternery Section)
• Siobhan Shields - North West Regional Fisheries Board
• Sally Watson - University College London
• Geoff Wright - Geological Survey of Ireland (GSI) (Senior Hydrologist)
• Galway Chamber of Commerce
• Castlebar Chamber of Commerce
• Ballina Chamber of Commerce
• Western Development Commission
• Council for the West
• IBEC
• Udaras Na Gaeltachta
• Erris Inshore Fisheries Group
• Bellanaboy/Leeinamore Residents Group
• Rossport Development Association
• Mayo/Galway IFA and Landowners
• One Voice for Erris
• European Commission
• Department of Arts, Cultural and Gaeltacht
• Department of Finance
• Department of Public Enterprise
• Marine Institute
• Department of Marine and Natural Resources
Corrib Offshore EIS Enterprise Energy Ireland
APP0.2 - 4 RSK/H/P/P8069/03/04/Appendices Rev01
• Irish Fisherman’s Organisation
• ESB
• BGE
• Bord na Mona
• The North Western Regional Fisheries Board
• The EPA
• IDA Ireland
• Enterprise Ireland.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 0.3: KEY CONCERNS RAISED BY THE CONSULTEES
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP0.3 - 1
Consultees Key Concerns Addressed in
Section • Provide figure showing relative size of project to
the land. 1.0
• Reference made to reviewed policies and plans also current policy on coastal zone management.
5.0
• Further information required on socio econ baseline.
6.0
• Socio-economic impact of decommissioning needs to be considered.
6.0
• More information required on sites proposed for conservation designation.
7.0
• Discussion of impact on SAC. 7.0 • Summary of likely environmental consequences
and implications. Show construction will not affect the environment.
16.0
• Significant effects away from immediate areas of construction and operation.
17.0
• List any species recorded which are listed under the habitats directive
7.0
• Details on blasting need to be submitted to MCC. 3.0/11.0 • Noise limits 11.0 • Landfall restoration plan submitted to MCC and
PAD for approval. 12.0
• Climate change – further clarification on meteorology and oceanography.
13.0
• Protection of Archaeological ‘chance’ finds procedure to be submitted to Duchas and PAD.
14.0
• Submit waste management plan to appropriate planning authority for approval.
15.0
• Hydrotest discharge water plan must be submitted to PAD.
3.0/15.0/16.0
• Drilling operations and various operational monitoring requirements.
18.0
• Field facilities and pipeline. Visual inspections. 2.0/16.0 • Detailed consideration given to uncontrolled
events outside production process. 16.0
• Distribution of habitats – distribution of species. 7.0 • Pipeline decommissioning. 3.0 • Blasting and decommissioning. 11.0/3.0 • Outfall discharges 9.0 • Noise and vibration issues at the landfall. 3.0/11.0 • Assessment of impacts on fishing activity,
cumulative effects on fisheries. 6.0/17.0
• Other planned developments in the area. 17.0 • Cumulative impacts of outfall discharge. 17.0 • Monitor effectiveness of proposed environmental
management systems over operational life. 18.0
Department of Marine and Natural Resources Petroleum Affairs Division (PAD)
• Submission of environmental reports 18.0 Marine Institute • EIS need to address issues arising from the
Dumping at Sea Act 1996. 1.0
Chief State Solicitors
• Show proposed development will not adversely affect the SPA and SAC.
7.0
Corrib Offshore EIS Enterprise Energy Ireland
APP0.3 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Consultees Key Concerns Addressed in Section
• Assess activities within and outside designated area that could indirectly affect SPA.
7.0/17.0 Office
• Discharge of drilling fluids. 7.0 • Spillage of oil during drilling. 7.0 • Disturbance to seabed and current patterns from
facilities and pipeline installation. 7.0/8.0/9.0
• Flaring during well testing 10.0 • Acoustic energy and acoustic energy releases. 11.0/7.0 • Supply vessels and aircraft (noise) 11.0 • Seismic work on redefinition of reservoir. Appendix 2.1 • Emissions from vessels - Global warming. 10.0/13.0/15.0 • Release of natural gas from subsea structures –
Global warming. 13.0
• Discharges containing hazardous substances. 15.0 • Methods of cuttings disposal. 3.0 • Chemical discharge during drilling and
cementing. Appendix 2.1
• Produced water and deck drainage. 9.0 • Discharge of produced water. 9.0 • Impacts if trawling across pipeline is not allowed. 6.0 • Inshore fishermen concerned with water quality. 9.0
An Taisce
• Exclusion zones 15.0 • Discharge of process effluent into the estuary. 9.0 • Blasting adjacent to aquatic zones. 7.0/11.0
Central Fisheries Board
• Exact location of outfall 9.0/15.0 Marine Licensing Vetting Committee
• Economic and social issues need to be resolved. 6.0
• Impact on local linguistic and cultural heritage. Also impact on tourism and recreation.
6.0
• Effect on fishermen, angling and diving tourism. 6.0 • Effect on cetaceans 7.0 • Discharge of methanol into Broadhaven Bay 9.0 • Traffic movements, safety, school runs and road
conditions. 15.0
• Environmental disaster management and minimization of environmental damage.
16.0/18.0
• Baseline study of heavy metals. 17.0/18.0 • Vehicle movements 15.0
Local Community
• Impacts to active season of wading birds, wildfowl and corncrake.
7.0
Dave Dendy • Permanent landscape impacts 2.0/3.0/12.0 • Deposition of spoil in SAC and SPA. 3.0/7.0 • No sand or mud to be removed. 7.0 • Presence of otters 7.0 • Impacts to little tern when constructing landfall 7.0
Duchas
• Impacts to corncrake 7.0 • Reinstatement of soft shore and sand dunes at
Dooncarton. 3.0/7.0
• Impact of construction activities within an SPA 7.0 • Assessment of landfall alternatives 4.0 • Impact of past drilling operations 7.0/Appendix 2.1
Bird Watch Ireland
• Lack of detailed surveys 7.0
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP0.3 - 3
Consultees Key Concerns Addressed in Section
• Impact on seabed habitats 7.0/Appendix 2.1 • Bioaccumulation of metals in offshore species. 7.0/9.0/17.0/Appendix
2.1 • No data has been presented from seismic surveys
in 1997 Appendix 2.1
Dr Alex Rogers
• Disturbance to cetaceans. 7.0/11.0 • Impact monitoring. 18.0 • Effect of pipe laying, drilling, the use of sonar
and noise and vibrations from the site on cetaceans.
7.0
• Oil spills contingencies. 18.0 • Monitoring of cetacean activity post construction
and during operations. 7.0/18.0
• Impacts to Broadhaven Bay from water discharge.
7.0/9.0
Irish Whale and Dolphin Group
• Traffic study, transport management strategy 15.0 Bellanaboy / Leeinamore Residents
• Access to site for workers and products etc. 15.0
Mayo County Council
• Landfall activities – habitat and bird disturbance, effects on little tern.
7.0/16.0
PAD, Local Community, Porturlin shellfish and Dave Dendy
• Effects of discharge on Broadhaven Bay; seaweed, shellfish and other marine species.
7.0/9.0
AWABI and Local Community
• Further research into tidal movements. 6.0/9.0/15.0
Central Fisheries Board and Porturlin shellfish
• Fishing interests within and close to construction area should be informed prior to construction.
18.0
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 2.1: HISTORICAL ACTIVITY IN THE CORRIB FIELD
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 1
Figure App 2.1-1: Schematic of marine seismic survey............................................................ 3
Figure App 2.1-2: Schematic representation of a typical airgun........................................... 4
Figure App 2.1-3: The MV Western Monarch............................................................................. 6
Table App 2.1-1: Summary Characteristics of the 1994 2D Seismic Survey .......................... 5
Table App 2.1-2: Summary Characteristics of the 1997 3D Seismic Survey ........................... 5
Table App 2.1-3: Impacts on benthic organisms from seismic airgun surveys ..................... 7
Table App 2.1-4: Effects on eggs and larvae caused by seismic airguns ............................ 8
Table App 2.1-5: Effects on adult fish caused by seismic airguns ........................................10
Table App 2.1-6: General key threshold values for behavioural effects in fish ..................11
Table App 2.1-7: Overview of historical drilling activity in the Corrib Field ..........................17
Table App 2.1-8: Summary of the surveys carried out in the Corrib Field ...........................18
Table App 2.1-9: Estimated Routine Atmospheric Emissions per Well...................................19
Table App 2.1-10: Estimated Emissions from Production Well Tests .......................................19
Table App 2.1-11: Summary of Historical Drilling Activity in the Corrib Field.......................21
Table App 2.1-12: Reported Tonnage of Mud Chemical Discharges from Corrib Field Wells ...........................................................................................................................22
Table App 2.1-13: Estimated Drainage Discharges .................................................................23
Table App 2.1-14: Recorded Waste Arisings transported for Onshore Disposal ................24
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
HISTORICAL ACTIVITY IN THE CORRIB FIELD, A RETROSPECTIVE ANALYSIS Summary of Historical Activity in the Corrib Field
The Corrib Field is located on the Irish Continental Shelf off north-west Ireland, County Mayo. As such, under the 1958 Geneva Convention on the Continental Shelf, Ireland has the exclusive sovereign rights over the hydrocarbon resources.
Enterprise, Saga, Statoil and Marathon initially held the licences for blocks 18/20 and 18/25. However, following the purchase of Saga by Norsk Hydro, Saga sold its interest in the Corrib licences to Statoil. The licence status is now Enterprise Energy Ireland Ltd (45%), Statoil Exploration (Ireland) Limited (36.5%) and Marathon International Petroleum Hibernia Limited (18.5%).
Exploration activities have been taking place in the Corrib Field since 1994. This Appendix provides details of these activities, including the seismic survey programme and the exploration and appraisal drilling programme. The Appendix then goes on to discuss the emissions (to air, water and solid waste) and the possible environmental impacts of these activities and discharges.
Seismic Survey Programme
Enterprise carried out programmes of seismic surveys within the Corrib Field area in 1994 and 1997. It should be noted that Enterprise do not intend to carry out any further seismic exploration within this area; therefore the following assessments of seismic impacts are purely a retrospective assessment of activities already undertaken.
Overview of Seismic Surveys
Seismic surveys are carried out in the seas to study the layers of rock lying beneath the earth’s surface and to determine where oil and gas deposits may be located. Energy pulses in the form of moderate level, low frequency sound sources are discharged into the water column. These pulses travel through the geological strata and are reflected from the boundaries of these strata. They are subsequently recorded by receivers near the water surface (Figure App 2.1-1). The depths of the reflecting layers are calculated from the time taken between the sound generation and the received reflected signal being detected by the receiver, and the resulting information can be analysed to determine the underlying geological structure.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 3
Water
Acoustic Source
Hydrophone Receiver
Recording System
Figure App 2.1-1: Schematic of marine seismic survey
Previously, and as late as the 1960s in some places, the most commonly used energy source for seismic surveys was chemical explosives. However, these are now rarely used for offshore surveys, in part as a consequence of the negative impact on the environment associated with their use. They have largely been superseded by other sources such as water guns, gas detonators, spark generators and the more common airguns.
Airguns are operated either singly or in arrays. Single airgun sources are used only for shallow water surveys. Rig site surveys use a single, small array. Deep water surveys, such as those carried out in the Corrib Field, require arrays which are comprised of several sub-arrays of airguns.
The seismic airgun is an impulsive underwater transducer which produces moderate energy level sound at low frequencies (Figure App 2.1-2). In operation, air at high pressure (1,900 psi) is supplied continuously to the airgun. This forces the piston downwards. The chambers fill with compressed air while the piston remains in the closed position. When triggered, the solenoid valve opens and the piston is forced upwards. The compressed air in the lower chamber flows rapidly through the ports, pushing air away from the airgun and creating a pressure wave. This sudden release of air resembles a small explosion, and it generates energy which radiates into the earth below the sea floor.
The seismic signal, reflected by boundaries in the subsurface geology, is received by hydrophones (pressure sensors) carried in streamer cables. These consist of tubular sections, containing the receiver phones, and electrical conductors which carry the signals. The cable sections are connected together with electronic modules where the signals from the
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 4 RSK/H/P/P8069/03/04/Appendices Rev01
phones are digitized and put onto an optical carrier for returning to the recording system onboard the vessel.
Streamer cables are filled with electrical insulating fluid, which has a specific gravity less than one to make the overall streamer neutrally buoyant. Although historically organic compounds were used, more recently purely synthetic non-water based materials have replaced these.
Solenoid Valve
High Pressure
Air
High Pressure
Air
Triggering Piston
Port Port
Firing Piston
High Pressure Air
DISCHARGE RECHARGE
SOUND PULSE EMITTED
Figure App 2.1-2: Schematic representation of a typical airgun
There are different types of seismic survey. 2D surveys are, by comparison to 3D, fairly basic, inexpensive and relatively simplistic in their use of seismic exploration methods. 3D surveying is a much more complex and accurate method of seismic surveying which involves greater investment and more sophisticated equipment. Until the beginning of the 1990’s, 2D work predominated as the primary tool in oil and gas exploration. 3D tends now to be used for the more detailed phases of the work. For both 2D and 3D surveys, the seismic vessel towing the survey equipment is required to sail along predetermined paths.
Outline of the Corrib Field Seismic Survey Programme
Enterprise carried out a programme of seismic acquisition in connection with the exploration and appraisal of the Corrib Field. In August 1994 a 2D survey was carried out by Geoteam using the MV Nalivkin. The characteristics of this survey are summarised in Table App 2.1-1.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 5
Table App 2.1-1: Summary Characteristics of the 1994 2D Seismic Survey
Survey Parameter Details No of seismic lines 70
Total no. km covered 1208 Line orientation 275 or 45 degrees Energy source Airguns
Airgun size 2400 cu. inch Shot interval 18.75m Source depth 5m
Cable Single Cable length 3000 m Cable depth 7.8 m
This 2D programme was followed by a more extensive 3D survey in 1997 carried out in two phases by Western Geophysical using the MV Western Monarch (Figure App 2.1-3). Phase 1 took place between 23rd June and 24th July 1997 and Phase 2 between 11th August and 24th August 1997. Table App 2.1-2 summarises the survey parameters.
Table App 2.1-2: Summary Characteristics of the 1997 3D Seismic Survey Parameter Details
Phase 1 Phase 2 General
Area of coverage (full fold area) 400 200 km2 Number of data acquisition lines 72 32
Average line length 19.6 km 19.6 km Line orientation 298 degrees
Source Source volume:
Combined chamber volume for each array Combined chamber volume for each subarray
4350 cu. inch 1450 cu. inch
Nominal operating pressure 2000 psi No. of active guns 72
Source interval 25 m Shot interval 25 m Source depth 10 ± 1 m
Streamers Number of streamers 6 8
Streamer spacing 100 m Streamer length 4000 m
Streamer deployment depth 10 ± 1 m
Enterprise do not intend to carry out any further seismic exploration within the Corrib Field.
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 6 RSK/H/P/P8069/03/04/Appendices Rev01
Figure App 2.1-3: The MV Western Monarch
Environmental Description
The background data used to determine the impacts of the seismic survey programme is taken from Chapter 7 of the EIS.
Impacts of the Seismic Survey Programme
The seismic survey operations described above would have resulted in emissions of combustion gases, and liquid and solid wastes. Air emissions would have been in the same order as those for a large fishing vessel, and are therefore not anticipated to have resulted in significant impacts. The only waste streams discharged from the seismic vessels during the survey operations were black and grey waters and food waste as permitted under the MARPOL international shipping agreement. Such discharges have the potential to impact plankton and fish in the surface waters over a localised area; however, the impact would be no greater than that associated with any other marine vessel. Any solid wastes were returned to shore for disposal.
The remainder of the discussion on impacts from seismic surveys relates to the operation of the seismic source – i.e. the airgun array.
Impact on Benthos
The findings of several key studies on the assessment of the potential impact of seismic operations on specific macrobenthic organisms are summarised in Table App 2.1-3.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 7
Table App 2.1-3: Impacts on benthic organisms from seismic airgun surveys
Author Species Experimental work Observations Kosheleva (1992)
Macro-benthic community
Barents Sea. Airgun array volume of 80-180 cubic inches. Source level 220-240 dB re1µPa @ 1 m.
No effect on caged macrobenthos at distances greater than 1 m from seismic source.
Webb & Kempf, 1998.
Brown shrimp Crangon crangon
Wadden Sea. Array of 15 airguns, total volume 480 cubic inches at 2,000 psi. Source level 190 dB re1µPa @ 1m. Water depth 2 m.
Observations during the survey showed no mortality of shrimp and no evidence of reduced catch rates. Impact limited due to lack of gas voids and rigid exoskeleton.
La Bella et al., 1996.
Venerid clam Paphia aurea
Central Adriatic Sea. Array of 16 airguns, total volume 2,500 cubic inches at 2,000 psi. Intensity 210 dB/Hz re 1 µPa @ 1m. Water depth 15 m.
Sampled using a commercial clam dredge. Same density estimates were obtained from the dredge samples before and after the seismic acquisition with no evidence of clam mortalities.
The 1994 and 1997 Corrib seismic surveys were undertaken in water depths of approximately 350 m. No bubble pulse train effects, resulting in re-suspension of superficial sediments into the water column, would have been observed due to the deep water of the Corrib Field. It is generally accepted that no significant disturbance to the seabed or impacts to the associated benthic community from airgun operations are observed in water depths greater than 50 m.
Impact on Plankton and Fish Recruitment
Planktonic organisms can be divided into two broad divisions, the phytoplankton (photosynthetic plankton largely capable of independent growth, mostly unicellular algae) and zooplankton (heterotrophic organisms which are dependent on other organisms as a food source).
The phytoplankton forms the major basis for the marine food chain. Phytoplankton species are characterized by relatively resistant unicellular structures and short generation times, ranging from a few doublings per day for the faster growing species, to one doubling every week to ten days for the slower growing species (Harris, 1986). Their natural population dynamics are further characterized by high mortality rates and marked patterns of seasonal and annual fluctuations in abundance.
Zooplanktonic organisms are multicellular, and have organs and tissues which are more sensitive, at close proximity to the airgun, to pressure waves created by the seismic source. The degree of exposure of zooplankton to the seismic airgun array is dependent upon abundance, spatial distribution, seasonal timing and the duration of the seismic survey. As for phytoplankton, natural population dynamics for zooplankton are characterized by short generation times and high natural mortality rates,
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 8 RSK/H/P/P8069/03/04/Appendices Rev01
with some species having natural mortality rates as high as 99.999% per generation (McCauley, 1994).
It is the meroplankton component of the zooplankton (planktonic organisms which only spend part of their life in the plankton, such as the eggs and larvae of fish and invertebrates) that has been the focus of studies reported in the literature, as the fitness of these stages of the fish life cycle is considered to be an important factor in determining adult fish population structure (Doherty & Williams, 1988).
The findings of several key studies undertaken to assess the extent and type of injuries to eggs and larvae exposed to airguns are summarised in Table App 2.1-4.
Table App 2.1-4: Effects on eggs and larvae caused by seismic airguns Author Experimental
work Results and Conclusions
Kosheleva, 1992 Source level 220 dB re1µPa @ 1m.
Eggs and larvae of plaice died at 1 m distance, but uninjured at 2 m.
Matishov, 1992 Source level 250 dB re1µPa @ 1m.
Damage to 5 day old cod at distances of 1 m. Delamination of the retina.
Dalen & Knutsen, 1987
Source level 222 dB re1µPa @ 1m.
No mortality of cod eggs and larvae (small airgun Bolt 600B).
Holliday et al. 1987 Source level 223 dB re1µPa @ 1m.
Damage to eggs and larvae of anchovy at distances up to 2 m. Possible mortality of larvae at 2 m.
Kostyvchenko, 1973 Source level 230 dB re1µPa @ 1m.
Injuries to eggs of red mullet, anchovy and various other species, within a radius of 5 m. Damage included deformation of the outer egg membrane, spiral curling of the embryo, displacement if the embryo and damage to the vitelline membrane.
Source: Adapted from DNV, 1993
The findings of these studies indicate that injuries and mortality to eggs and larvae are highest at close range, within 2 m of the source, and decrease rapidly with distance from the gun. Outside a range of 5 m, no effects are demonstrated (Kostychenko, 1973).
In an attempt to update this data and determine the internal injuries that eggs, larvae and fry might exhibit, studies on the impacts of airguns on the early life stages of fish were continued at Havforskningsinstituttet (the Norwegian Institute of Marine Research ) during 1992 and 1995.
The findings of these investigations confirmed those of previous experimental work. Mortality effects for fish eggs were demonstrated up to a distance of 5 m from the airgun source. Experiments investigating later life stages such as larvae, post-larvae and fry revealed that relatively high mortality rates were found in plaice with 10 - 20% mortality at a distance of 2 m, and pronounced mortality was also shown in cod at 5 m. Increased
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 9
mortality rates at the post larval stage were also demonstrated at 1 - 2 m from the seismic source (Dalen et al., 1996).
Other observed effects included changes in the buoyancy of organisms which influences their ability to avoid predators, and the condition of the larvae which in turn affects their ability to survive (Dalen et al., 1996).
This experimental data indicates that seismic surveys only cause direct damage to eggs and larvae within a very limited area around the seismic source that varies depending on species (up to 5 m from the source). As a result of the findings of this work, the Norwegian Authorities made the decision not to impose restrictions on survey work on the basis of damage to fish eggs, larvae and fry (Webb & Kempf, 1998). The findings indicated that the effect of seismic surveys at the population level, in terms of species recruitment, is not statistically significant (Dalen et al., 1996) as ichthyoplankton species are generally widely distributed, and recovery, in terms of both abundance and diversity, is usually rapid in response to localised impacts. McCauley (1994) demonstrated that the fraction of the meroplankton affected during an airgun survey is much less than 1% of the natural mortality. In addition, stochastic (chance) events may also grossly override any deterministic processes involved in larval replenishment. Hence events such as storms, and plankton drift may completely mask any effects from seismic surveys (McCauley, 1994).
The 1994 and 1997 seismic surveys were undertaken between June and August, coinciding with the spawning period of pelagic mackerel (March to June) but outside the spawning period for demersal fish species in the area (late winter to spring). It should be noted, however, that demersal fish larvae may still have been present within the plankton during the seismic survey period as it remains in the surface water for approximately 6 months.
The above studies show, however, that due to the naturally high mortality rates for planktonic organisms, the direct mortality effects of the seismic surveys would have lead to neither statistically significant nor measurable impacts on the plankton populations or fish recruitment at population level.
Impact on Adult Fish
Several studies have been performed to determine whether seismic airguns cause damage to adult fish. Field experiments have been conducted using penned fish held at different distances from a seismic source. The findings of some of the key studies are shown in Table App 2.1-5.
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 10 RSK/H/P/P8069/03/04/Appendices Rev01
Table App 2.1-5: Effects on adult fish caused by seismic airguns Author Experimental work Results and Conclusions La Bella et al. (1996)
Captive fish in cages at 12 m depth. Airgun array 210 dB/Hz re1µPa @ 1m. Seismic vessel passed at a minimum of 150 m.
200 Sea Bass. Behavioural response to the approach of the sound source, but no lethal event was recorded on captive sea-bass immediately after the seismic shooting. The cage was recovered after 6 hours, no evidence of traumatic effects on fish skeleton structure.
Matishov (1992)
Single airgun. 226 dB re1µPa @ 1m.
Transient stunning: cod died within 48 hours owing to internal injuries.
Kosheleva (1992)
Single airguns and arrays. 1,000 - 3,000 cubic inches Source level 220 - 240 dB re1µPa @ 1m.
50% of Barents Sea cod, subject to airgun emissions, with peak sound pressure levels estimated in the range 220 - 240 dB, suffered damage to blood cells, internal bleeding and eye injuries when in the immediate vicinity (i.e. within 0.5 m) of the firing airgun or array.
Falk & Lawrence (1973)
Single airgun 4916 cm3 Source level 230 dB re 1µPa @ 1m.
Caged whitefish exposed to a single large airgun resulted in several fish with swimbladder damage.
The findings of the experimental work reviewed indicate general threshold levels for potential pathological and lethal effects in fish. The findings further indicate that beyond a range of 0.5 - 1 m from the airguns, no fish are killed. Internal injuries appear to occur in fish at received sound pressure levels of 220 dB, which only occur very close to the source, and general auditory damage from 180 dB (Turnpenny & Nedwell, 1994). Gausland (1992) also reported that fish killed within a distance of 0.5 m of airguns had ruptured swimbladders. The pressure pulse generated by airguns is considered to be the most important factor leading to tissue damage in fish.
Under natural conditions, fish detect the sound of airguns at long distances, and healthy adult fish will exhibit avoidance behaviour, moving away from the sound source. The fish sense both the strength and direction of the sound produced by airguns as the frequency spectrum, 10 - 200 Hz, coincides with the most sensitive region of fish hearing, 20 - 700 Hz. The hearing capabilities of fish indicate that the sound of a full-scale airgun array may be heard at a distance of more than 100 km (Dalen et al., 1996). The type of behavioural response that may be elicited in response to a range of source levels is summarised in Table App 2.1-6.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 11
Table App 2.1-6: General key threshold values for behavioural effects in fish
Source level Behavioral effect Range from airgun for these effects to be exhibited
160 dB re 1µPa Subtle changes 2.1 - 12 km
180 dB re 1µPa Alarm response, e.g. tight milling
630 - 2,000 m
200 - 205 dB re 1µPa
Startle response, e.g. attempts to flee
100 - 316 m
Source: Based on McCauley, 1994
Fish avoidance capacity is largely determined by their size, and it is expected on the basis of established knowledge of swimming ability, that most fish bigger than 30 - 50 mm will swim away and keep a safe distance from the passing seismic source. Hence injuries caused by seismic survey activity would be expected to be restricted to the juvenile stages (i.e. fish less than 50 mm in length).
Adult fish likely to have been present during the seismic surveys of the Corrib Field are described in Section 7 of the main EIS. From this, it can be seen that, during the 1994 and 1997 seismic surveys (conducted between June and August) the majority of commercial pelagic fish species (e.g. mackerel and horse mackerel) would still have been in the vicinity of the Corrib Field following spawning off the west coast of Ireland. In addition, the following demersal fish species may have been present haddock, cod, angler, megrim, saithe and sole. Of the species mentioned, mackerel, angler, megrim and sole do not have swimbladders, and all but the mackerel and horse mackerel are found close to the seabed, more than 300 m from the seismic source, therefore the potential damage to these species from seismic activities in the Corrib Field was low. It should also be noted that adult fish normally exhibit avoidance behaviour in response to seismic survey activities thus effectively evading potential damage.
At greater risk from airgun operations are juvenile fish. At close range (less than 5 m) of a firing airgun, mortality may be observed as juvenile fish, which are less than 50 mm in length, are unable to swim away from the seismic source. It should be noted, however, that juveniles tend to be concentrated in the shallow shelf areas rather than the offshore areas in the vicinity of the Corrib Field.
Natural mortality rates for juvenile fish are high, therefore it is considered that the direct mortality effects of the seismic surveys would have lead to neither statistically significant nor measurable impacts to fish recruitment at the population level.
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 12 RSK/H/P/P8069/03/04/Appendices Rev01
Impact on Seabirds
Offshore bird species present in the vicinity of the Corrib Field are listed in Section 7 of the main EIS. During the 1994 and 1997 surveys (June-August period) the following species are likely to have been present; gannet, gulls, shearwaters, petrels, storm petrels and auks.
It should be noted that acoustic damage to birds could only have been experienced if they were diving in close proximity to the airgun array (i.e. within 5 m of the array). However, as the array is towed directly behind the survey vessel there would effectively have been a bird free corridor where the vessel disturbed any birds present. Although some alarm may have been caused to birds as the array passed, they would already have been beyond any harmful range (Macduff-Duncan & Davies, 1995). It is not considered likely that birds would have been in the water close to the airgun array once it was operating. In 20 years of seismic exploration in the North Sea no reports of seabird injuries or deaths due to seismic activity are known to have been reported (Dave Simmons, pers comm.).
Impact on Marine Mammals
During the last thirty years, seismic survey operations have been conducted extensively in the seas around Northern Europe. The introduction of regular loud noises into the marine environment over extended periods of time has led to concerns that marine mammals at short distances might be physically damaged, and at greater distances be disturbed in such a way as to interfere with their daily activities such as communication, or be displaced from preferred feeding or breeding areas.
Impact on Cetaceans
The dominant frequencies of seismic sound sources overlap directly with those used by baleen whales for obtaining information about their environment and communicating with one other. Information on the behavioural effects of seismic testing is limited almost exclusively to two baleen species; the bowhead whale in the Beaufort Sea and the grey whale off California. However, the findings are broadly similar, with avoidance responses being elicited particularly from received sound levels of 160-170 dB. This compares closely with the sound levels eliciting an avoidance-response in a variety of fish species (Evans & Nice, 1996).
Sightings surveys show that sperm whales were displaced to a distance of 60 km from an area in the Gulf of Mexico, where seismic surveys were taking place (Mate et al., 1994). Sperm whales were also found to stop vocalising in response to relatively weak seismic pulses from a ship hundreds of kilometres away (Bowles et al., 1994). Studies by Rankin and Evans (1998) in the Northern Gulf of Mexico indicate that seismic exploration has a negative impact on aspects of communication and orientation behaviour of sperm whales, but no effects on the distribution of other odontocetes.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 13
In a series of studies using a 4000 cubic inch air-gun array, 10% of grey whales showed avoidance to received broad-band levels of 164dB re1µPa, 50% showed an avoidance reaction at 170dB re1µPa, and 90% at 180dB re1µPa. Whales were seen to move into the shallow surf zone and into sound shadows of rocks (Malme et al., 1983; 1984 cited in Richardson et al., 1995).
Koski and Johnson (1987 - in Richardson et al., 1995) noted that bowhead whales swam rapidly away from a seismic vessel at a distance of 24 km. Ljungblad et al. (1988) observed initial behavioural changes of bowheads more than 8 km away, at received noise levels of 142-157dB re1µPa. Richardson et al. (1985) found subtle alterations in surfacing, respiration and dive cycles in response to seismic vessels, indicating that the absence of a conspicuous response does not necessarily prove that an animal is unaffected. Richardson et al. (1986) observed bowhead whales engaging in normal activities as close as 6km to the vessels, where estimated received levels were 158dB re1µPa.
Direct physical damage to the hearing of whales has been implicated recently from post-mortem examination of humpback whales exposed to loud noises such as underwater blasting and dredging (Lien et al., 1993). However, according to Evans & Nice (1996), in the case of seismic airguns this is only likely to be a problem at very short distances, in the order of low hundreds of metres (or received sound levels of 220 dB). As mentioned above this is unlikely to occur due to the avoidance reaction exhibited by the whales.
The hearing of odontocetes (porpoises, dolphins and toothed whales) is most sensitive over the frequency range 10-150 kHz. As this is outside the peak energy range of seimic airguns one might predict that they would be less susceptible to seismic sound than baleen whales. However, airgun arrays also produce significant sound at frequencies ranging from 1-20 kHz, which overlap the hearing range of odontocetes (Goold & Fish, 1999).
Acoustic and visual surveys of odontocetes in the Irish Sea showed temporary displacement of small cetacean populations (Evans & Nice, 1996). Goold & Fish (1999) also observed this avoidance reaction in surveys undertaken in the southern Irish/Celtic Sea, where common dolphins preferred to be at least 1 km away from the seismic source. They also noted that the seismic emissions appeared to be clearly audible to dolphins over a distance of 8 km.
In addition to the direct effects of seismic impulses upon marine mammals, seismic testing can also adversely affect cetaceans in an indirect manner by having an impact upon their potential prey species. This can occur in a number of ways: the first and most frequent is the change in distribution of fish species under the influence of seismic shooting (Dalen & Raknes, 1985), since they are often scared away from the area under influence. It has also been demonstrated that seismic sound pulses may change the shoaling behaviour of fish (Turnpenny & Nedwell, 1994). Norwegian studies of the effects of seismic activities upon fish distribution have shown spatial
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 14 RSK/H/P/P8069/03/04/Appendices Rev01
displacement of fish over an area of 5,500 km2, extending for a period of at least 5 days. This could have an indirect effect upon odontocetes which depend upon fish for food, displacing them from favoured areas or making them expend more energy to re-locate a food source than would otherwise be the case (Engas et al., 1993).
Baleen and Odontocete species recorded off Northwest Mayo are listed in Table 7.3. It is unlikely that these species would have been physically damaged by the seismic survey operations, as they would have exhibited avoidance behaviour to the seismic source. However, as described above, this behavioural response has the potential to disrupt communication, feeding and breeding patterns. However, the short term nature of the seismic surveys (1 month in 1994, 1 month in June/July 1997 and two weeks in August 1997) is unlikely to have had a significant impact on the cetacean populations in the area and the moving seismic source would not have provided a restriction of access to a preferred habitat for any great length of time.
Impact on Seals
The extent of physical damage to seals from seismic survey is likely to be very limited as they generally exhibit avoidance behaviour, in the same way as fish, to seismic noise. Available data (McCauley, 1994) suggests that marine mammals avoid seismic vessels within a 1 - 3 km range (i.e. when received impulse levels reach 160 - 170 dB re 1 µPa). Seals are therefore unlikely to be in the immediate vicinity once seismic operations have begun.
There have been few studies on the reactions of seals to seismic survey noise. Recently, however, detailed observations of behavioural and physiological responses of harbour seals (Phoca vitulina) and grey seals (Halichoerus grypus) have been reported by Thompson et al. (1998). These researchers conducted one hour playbacks with small airguns to individual seals that had been fitted with telemetry packs. The telemetry packs allowed the seals’ movements, dive behaviour and swim speeds to be monitored and provided detailed data on the animals’ responses to seismic pulses.
Harbour seals showed short term startle reactions, evidenced by a sudden profound drop in heart rate (bradycardia) and in six out of eight trials showed avoidance reactions to simulated seismic surveys using a three times 30 cubic inch airgun array and a single 20 cubic inch (0.33 litre) gun at ranges of 2 km. In four cases, the seals reverted to the undisturbed foraging pattern within minutes of the end of firing. In two cases the animal swam to a haulout site apparently in response to the guns. Grey seals also showed avoidance reactions, moving away from the source and increasing their swim speed. All test animals continued to, or returned to, forage in the areas where they were exposed to airgun sounds (Thompson et al., 1998).
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 15
The indirect behavioural responses of seals are perhaps of more concern than direct physical damage, as they could potentially result in lowered survival or reproductive success (Evans & Nice, 1996). Behavioural changes such as disruption of normal feeding, breeding and migration patterns are all potential effects brought about by seismic survey. These effects are a consequence of the avoidance behaviour of seals to seismic surveys and the displacement of seal populations due to reduced prey availability and the need to search for a new food source (Evans & Nice, 1996).
As the Corrib seismic survey programme was undertaken approximately 70 km offshore, the majority of common (Phoca vitulina) and grey (Halichoerus grypus) seals in the area would have be unaffected by the operations due to the fact that they would have been concentrated in the coastal areas. However, there is evidence that some seal species, and particularly grey seals, feed in a variety of continental shelf habitats and relatively far offshore in some cases (CRC pers. comm.). These individuals are likely to have shown avoidance reactions to the seismic surveys moving away from the seismic source and increasing their swim speed.
However, the short term nature of the seismic surveys, is unlikely to have had a significant impact on the seal populations in the area and the moving seismic source would not have provided a restriction of access to preferred feeding habitats for any great length of time. As noted by Thompson et al., 1998, it is highly likely that the seals returned to their foraging areas following cessation of seismic operations.
Mitigation Measures for the Seismic Survey Programmes
The main mitigation methods associated with Corrib seismic survey programme were those associated with the seismic source. A soft-start procedure was used, where the power was built up slowly in the seismic array, firstly using the low volume guns and increasing slowly to full power. The first shots were therefore of a lower sound level than normal, allowing any marine mammals or fish in the area to move away without causing them physical damage. This soft start procedure was conducted in accordance with the JNCC Guidelines for Minimising Acoustic Disturbance to Marine Mammals from Seismic Surveys. Effort-related Cetaceans sightings were recorded during the seismic survey and passed on to JNCC.
The seismic survey programme was also undertaken in accordance with the Enterprise’s Environmental Management System (EMS) and the International Association of Geophysical Contractors (IAGC) Environmental Guidelines for Worldwide Geophysical Operations.
During the seismic survey programmes, any leakages of cable fluid were directed to the oily bilge water tank system, with no discharges to the marine environment. All petroleum products were stored in approved labelled tanks which were bunded to retain accidental spillage and valves
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 16 RSK/H/P/P8069/03/04/Appendices Rev01
between connected fuel tanks were kept closed to minimise the amount of oil that would be lost if a tank was ruptured.
All vessels operating on behalf of Enterprise had safety certificates, and all marine operations were covered by an oil spill contingency plan (OSCP) approved in advance of operations by the Irish Coastguard. The OSCP detailed the most appropriate methods of response to any spill.
Residual Impacts of the Seismic Survey Programmes
Overall, as a consequence of the limited duration of the Corrib seismic survey programmes and the mitigation measures employed to reduce or avoid potential impacts or disturbance, no significant environmental impacts were predicted and none were subsequently observed.
Exploration and Appraisal Drilling Programme
Overview of Exploratory and Appraisal Drilling
The exploration (or wildcat well) is defined as “the first well to be drilled in a geographic region”. The drilling of the exploration well is the beginning of the final stages of exploration and is the first opportunity to actually bring back to the surface for analysis samples of sub-surface rocks and fluids.
If, as a result of drilling an exploration well, it is determined that there appears to be sufficient hydrocarbon presence to justify activity, then appraisal wells will be drilled. The purpose of drilling appraisal wells is to define the hydrocarbon reservoir. This involves locating the boundaries of the reservoir and determining its shape and size, determining rock properties and reservoir fluid properties, and defining the types of rocks, fluids, and pressures which must be drilled through to reach the reservoir. Appraisal wells are necessary in order to:
• gather sufficient information on which to base a decision as to whether there is economic justification for proceeding with development of the hydrocarbon reservoir; and
• provide additional information relative to the reservoir and its associated geologic environment, so as to permit preparation of an effective reservoir development plan. This development plan will be used over the productive life of the reservoir, to most effectively and efficiently recover maximum hydrocarbon in a reasonable production lifetime within economic limits.
Outline of the Corrib Field Exploratory and Appraisal Drilling Programme
Well 18/20-1 was drilled in the Corrib Field during the summer months of 1996 to explore a potential reservoir identified from the 1994 seismic survey. The well was drilled to a measured depth of 4370 m and revealed some of
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 17
the technical challenges of drilling in the formations at this location. The well was not tested, but was plugged and abandoned.
Subsequent to the above, several appraisal wells were drilled in the Corrib gas field, see Table App 2.1-7. These wells have been completed successfully and have confirmed the scale of the reserves.
Table App 2.1-7: Overview of historical drilling activity in the Corrib Field Well Depth Spud
Date Well Test MODU
18/20-1 4370m 17/6/96 N/a Petrolia 18/20-2z 3731m 30/6/98 8.5 hrs (62 mmscf/d)
29 hrs (51 mmscf/d) Sedco 711
18/25-1 3770m 01/05/99 13 hrs (66 mmscf/d) Sedco 711 18/20-3 3790m 17/04/00 18 hrs (17 mmscf/d)
53 hrs (57 mmscf/d) Sedco 711
18/20-4 4061m 01/07/00 74 hrs (33 mmscf/d) Sedco 711 18/25-3 3763m 09/04/01 16 hrs (21 mmscf/d)
140 hrs (28 mmscf/d) Sedco 711
The drilling and casing plan of wells 18/20-1, 18/20-2Z and 18/25-1 followed a conventional design, incorporating a 26” surface casing. The later wells 18/20-3, 18/20-4 and 18/25-3 used ‘slimhole’ four section design without a 26” section.
Well 18/25-3, drilled in 2001 is too recent for some information to be available at the time of writing, and has not been included further in this historical overview.
Environmental Description
The background data used to determine the impacts of the exploration and appraisal drilling programme is taken from Chapter 7 of the EIS. It should be noted that previous non-statutory EIAs have been produced by Rudall Blanchard Associates, on behalf of Enterprise, to cover appraisal wells.
There have been a number of sediment surveys carried out within the Corrib Field since 1998, both pre and post drilling, for most of the individual wells. These surveys have been in compliance with Fisheries Research Centre requirements. Prior to 2000, sediment surveys consisted of chemical analysis. A summary of the surveys for each of the wells is presented in Table App 2.1-8.
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 18 RSK/H/P/P8069/03/04/Appendices Rev01
Table App 2.1-8: Summary of the surveys carried out in the Corrib Field Well location
Surveys Well number
Lat (N) Long (W) Pre Post 18/20-1 54°20’47.554” 11°05’41.114” ROV 1996 GS 1997, 98 & 2000 18/20-2z 54°20’20.169” 11°03’26.819” ROV 1998 ROV 98, GS 98 & 2000 18/25-1 54°19’09.119” 11°02’54.963” None ROV 1999 & GS 2000 18/20-3 54°20’51.419” 11°02’15.468” ROV 2000 ROV 2000 & GS 2000 18/20-4 54°20’19.348” 11°03’26.173” GS 2000 ROV 2000 18/25-3 54°19’14.467” 11°04’09.378” ROV 2001 ROV 2001 ROV = remotely operated vehicle, GS = Gardline Surveys No results available from the 2001 survey to date.
The results from the 2000 survey are provided in sections 7 and 8 of the main EIS. Figure 7.3 from the main EIS provides some of the invertebrate results from the survey undertaken in 2000.
Emissions, Discharges and Waste Inventory
Well Site Survey
In order to ensure that there are no potentially hazardous sections close to the surface of the seabed through which the well will be drilled, a rig site survey or “geohazards survey” is usually carried out. The seismic source is smaller that that used for 2d and 3 d seismic surveys (160 cubic inches compared with 4000 cubic inches), and the surveys lasted only for three or four days per well.
Air Emissions
The air emissions presented in this appendix are based on the recorded fuel use for each well. Categories of fuel included are MGO for the MODU generator engines, and for stand-by and supply vessels, and helicopter fuel. These routine emissions are presented in Table App 2.1-9.
The recorded durations and flow rates of gas from well tests of wells 18/20-2z, 18/25-1, 18/20-3 and 18/20-4 form the basis for the calculation of emissions from well testing. These emissions are presented in Table App 2.1-10.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 19
Table App 2.1-9: Estimated Routine Atmospheric Emissions per Well Fuel Use 18/20-1
102 days 18/20-2z 66 days
18/25-1 107 days
18/20-3 77 days
18/20-4 73 days
18/25-3 112 days
Total (Tonnes)
Diesel Tonnes
2260 1463 2371 1706 1618 2482 11900
Helifuel Tonnes
20 13 22 15 15 22 107
Emission
Substance
18/20-1 Tonnes
18/20-2z 66 Tonnes
18/25-1 Tonnes
18/20-3 Tonnes
18/20-4 Tonnes
18/25-3 Tonnes
Total (Tonnes).
CO2 7298 4724.3 7565.4 5443 5224 7919 38173.7
NOx 145 93.9 152.1 108 103.8 157.8 760.6
CO 29.6 19.2 31 2214 21.2 32.2 2347.2
SO2 18.2 11.8 19.1 13.6 13 20 95.7
NMVOC 4.9 3.2 5.2 3.7 3.5 5.4 25.9
CH4 0.5 0.3 0.5 0.35 0.3 0.5 2.45 Fuel Tonnages supplied by Enterprise Oil. Emissions Factors from UKOOA/EEMS Guidelines The drilling days given for each well include the days for the well testing programme. Helifuel converted from litres at SG 0.8
Table App 2.1-10: Estimated Emissions from Production Well Tests Emission
Substance 18/20-1
18/20-2z 18/25-1 18/20-3 18/20-4 18/25-3 Total
Vol tested hours
N/a a-8.5 b-29 13
a - 18 b - 53
74
a - 16 b - 140
Mmscf/d N/a
a-62 b-51 66
a - 17 b - 57
33
a - 21 b - 28
537 Mmscf
Tonnes Tonnes Tonnes Tonnes Tonnes Tonnes Tonnes CO2 4778 2044 7924 5816 10137 30699
NOx 2 1 3 2 4 12
CO 11 5 19 14 24 73
SO2 0.02 0.01 0.04 0.03 0.05 0.15
NMVOC 9 4 14 10 18 55
CH4 77 33 127 93 163 493 Emissions Factors from UKOOA/EEMS Guidelines Gas at 17.02 g/mole Condensate at 0.5 bbl/Mmscf
Discharges to Water
The wells that have been drilled to date have involved marine discharge of cuttings, mud chemicals, routine drainage and service waters. In addition to these, a hydraulic fracturing operation was carried out for well 18/25-3. This operation involved the discharge of 28 milliCuries of gamma radiation under a licence authorised by the Radiological Protection Institute of Ireland.
Cuttings
The WBM cuttings from the 36” section of all wells have been discharged at the seabed. The cuttings from the 26” sections of wells 18/20-1, 18/20-2z and 18/25-1 were also discharged at the seabed. WBM cuttings from the 17.5” sections of 18/20-3 and 18/25-3 were discharged at the seabed.
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 20 RSK/H/P/P8069/03/04/Appendices Rev01
WBM cuttings from the 17.5” sections of 18/20-1, 18/20-2z and 18/25-1, and the 12.25” section of 18/20-1 (to 2098m) and 18/20-2z were discharged to the sea from the shale shakers.
Some SBM shale shaker cuttings from the 12.25” sections of 18/20-1 (below 2098 m), and from the 12.25” sections of all the subsequent wells except for 18/20-2z were discharged to sea. Coarse cuttings from the 8.5” sections of all the appraisal wells were discharged to the sea. A policy of containment of the finer SBM cuttings for transport to shore was instituted for well 18/20-3. For well 18/25-3 all of the cuttings and centrifuge discharges produced from sections where oil based mud was used were contained. The 12 ¼” and the 8 ½” sections were drilled using LTOBM, and a total of 1089 tonnes were contained in vacuum sealed skips and transported to shore for re-cycling.
A summary of the drilling activities carried out up to 2001 in the Corrib Field is included in Table App 2.1-11.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 21
Table App 2.1-11: Summary of Historical Drilling Activity in the Corrib Field
Well location
Well No.
LAT (N) LONG (W)
Water depth
(m)
WBM cuttings discharged
direct to seabed (m3)
WBM cuttings
discharged from rig
(m3)
Cuttings drilled
using SBM and
discharged from rig
(m3)
WBM discharged
from rig (m3)
SBM associated
with cuttings discharged
from rig (mass balance)
(1) (t)
SBM associated
with cuttings
discharged from rig (m3) (4)
SBM cuttings
transported to shore (m3)
18/20-1 54°20’47.554” 11°05’41.114” 354 200 233 206 1916 247 (Ecomul) (2) 353 NIL 18/20-2z 54°20’20.169” 11°03’26.819” 349 213 254 56 1828 40(3)
(Esterkleen) 57 NIL
18/25-1 54°19’09.119” 11°02’54.963” 336 144 153 190 997 163 (Ecomul) 233 NIL 18/20-3 54°20’51.419” 11°02’15.468” 355 179 NIL 184 703 86 (Ecomul) 123 48 18/20-4 54°20’19.348” 11°03’26.173” 348 168 NIL 224 700 95 (Esterkleen) 136 19 18/25-3 54°19’14.467” 11°04’09.378” 337 160 NIL NIL NIL NIL NIL 346 Notes: Mud volumes are calculated on the following assumptions:
36” hole washes out to 45 ½” average during drilling with WBM; 26” hole washes out to 30.75” average during drilling with WBM; 17 ½” hole washes out to 19.25” average during drilling with WBM; 12 ¼” hole washes out to 13” average during drilling with SBM; 8 ½” hole washes out to 9” average during drilling with SBM;
(1) SBM discharged from the rig is calculated on the basis of a mass balance; SBM discharged = total SBM brought out – SBM returned for re-cycling (2) Ecomul with base fluid containing LAO, PAO and Paraffin. PAO was not included in subsequent Ecomul formulations (3) SBM (Ester) only used for 8 ½” hole (4) Volume calculated on the basis of SBM specific gravity of approx 0.7 t/m3
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 22 RSK/H/P/P8069/03/04/Appendices Rev01
Mud Chemical Usage
The main constituents of the chemical discharge from the Corrib Field wells, in terms of discharged mass, comprise barite, potassium chloride, sodium chloride, bentonite, calcium chloride and synthetic base fluid from SBM discharged on cuttings, see Table App 2.1-12.
The chemicals belonging to HOCNF environmental categories other than E are BW Envirowash 2 (D), BW Enviroclean (D), BW Envirocor (C), BW Biocide (D), BW Defoamer (C), BW Biolube (D), Proxel XL2 (D), and the SBM base fluids.
Table App 2.1-12: Reported Tonnage of Mud Chemical Discharges from Corrib Field Wells
18/20-1 18/20-2z 18/25-1 18/20-3 18/20-4 18/25-3 Total Barite 214.000 603.708 344.125 143.926 118.563 118.000 1542.322 Bentonite/Eurogel 50.000 45.804 43.000 63.000 60.000 68.000 329.804 Soda Ash 0.600 1.492 2.464 0.925 0.775 1.000 7.256 Caustic Soda 3.525 2.458 0.097 0.000 0.600 0.250 6.93 BW Envirowash 2 6.457 7.716 4.200 4.088 1.000 23.461 Wellwash 510 1.000 0.800 1.800 Driscose HV 1.366 1.366 Driscose R 0.182 0.182 BW Exhi Cell 0.625 0.225 0.150 1.000 Drispac R 1.501 1.978 3.479 Drispac SL 5.860 2.486 8.346 BW Rheopol SL 3.575 3.575 BW Rheopol R 2.925 2.925 BW Rheocoat HT 12.475 12.475 XC Polymer 4.200 4.200 Flowzan (Rheodrill)
3.777 1.392 0.025 0.125 5.319
Potassium Chloride 72.000 139.423 70.662 282.085 KCl Brine 120.780 120.780 Potassium Iodide 0.200 0.282 0.482 BW Glycol 31.664 31.664 BW DT 2.200 2.200 BW DCP 208 65.585 65.585 SAPP 0.100 0.100 BW Defoamer 0.350 0.783 1.133 Proxel XL2 0.325 0.325 BW Ecosol 163.000 86.150 95.184 344.334 BW Envirosolv 2 0.800 1.400 2.200 BW Ester 105.400 105.400 BW Biolube 3.842 3.842 BW Emul Vis 1.582 5.923 4.199 1.844 13.548 BW Emul Lig HTS 1.418 1.418 BW Eco Emul 50 5.260 5.557 3.133 13.950 BW Eco Mul 2.327 1.619 3.946 BW Emul Lift A 0.458 0.149 0.607 BW Emul Treat 0.165 0.345 0.454 0.964 BW Ecotech 0.541 0.227 0.428 1.196 Calcium Chloride 162.806 191.762 24.191 155.931 534.690 CaCl brine 124.673 124.673 Lime 0.500 1.245 7.400 2.544 1.718 13.407 Sandseal 1.075 1.338 0.809 3.222
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 23
18/20-1 18/20-2z 18/25-1 18/20-3 18/20-4 18/25-3 Total Na Metabisulphite 0.220 0.168 0.240 0.255 0.883 BW Biocide GL25 0.400 0.168 0.148 0.090 0.806 BW Enviroclean 1.200 1.000 2.200 BW Envirofloc 1.200 1.000 2.200 BW Envirocor 0.576 0.900 1.767 1.890 5.133 BW Nutplug 0.450 0.450 BW Metacarb 0.175 0.130 0.305 Sodium Chloride 144.000 40.500 0.000 0.575 1.067 186.142 Na. Bicarbonate 1.040 1.040 Citric Acid 1.000 1.000 Mica 0.125 0.125 Hi Vis CMC 0.675 0.675
Service Waters
The assumptions on which the estimation of drainage water discharges were made in Chapter 15 are here used to estimate the discharge from the wells which have been drilled to date. This is based on the drilling days and an allowance of 7 days for mobilisation and demobilisation.
Table App 2.1-13: Estimated Drainage Discharges 18/20-1 102
days 18/20/2z 66 days
18/25-1 107 days
18/20-3 77 days
18/20-4 73 days
18/25-3 112 days
Total
Open Drain 1422 m3 952 m3 1487 m3 1096 m3 1044 m3 1558 m3 7559 m3 Closed Drain
1540 m3
(23 l oil) 1032m3 (15 l oil)
1611m3 (24 l Oil)
1187m3 (18 l Oil)
1131m3 (17 l Oil)
1718 m3
(26 l Oil) 8219 m3 (123 l Oil)
Putrescible Galley Waste
3.49 t. 2.26 t. 3.66 t. 2.63 t. 2.50 t. 3.83 t 18.37 t.
Black/Grey Water
2907 m3 TSS 261 kg Chlorine 32 litres
1881 m3 TSS 175 kg Chlorine 21 litres
3050 m3 TSS 273 kg Chlorine 33 litres
2195 m3 TSS 201 kg Chlorine 24 litres
2081 m3 TSS 192 kg Chlorine 23 litres
3192 m3 TSS 291 kg Chlorine 35 litres
15306 m3 TSS 1393 kg Chlorine 168 litres
Solid Wastes
The wastes arising from the Corrib Field wells are summarised in Table App 2.1-14.
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 24 RSK/H/P/P8069/03/04/Appendices Rev01
Table App 2.1-14: Recorded Waste Arisings transported for Onshore Disposal
Waste Stream 18/20-2z 18/25-1 18/20-3 18/20-4 18/25-3
Empty Drums 206 262 181 228 240
Batteries 118 dry cell 8 lead acid
145 dry cell 16 lead acid
0 136 dry cell 36 lead acid
112 dry cell 10 lead acid
Oil Filters - 265 144 331 289
First aid waste 4 kg 7 kg 5 kg 0 3 kg
Lube oil 5300 lts 6500 lts 7500 lts 7000 lts 6400 lts
Oil residues 50 lts 65 lts 50 lts 40 lts 55 lts
Plastic bottles 145 225 130 140 155
Plastic packaging 50 kg 45 kg 40 kg 40 kg 43 kg
Non-oily filters 39 44 30 18 22
Paper and cardboard 1400 kg 1500 kg 1350 kg 1400 kg
1450 kg
Metal or glass packaging 150 kg 170 kg 150 kg 160 kg
145 kg
Used cloth and gloves
Oily rags etc 600 kg
Oily rags etc 650 kg
Oily rags etc 470 kg
Oil rags etc 580 kgs
Oil rags etc 610 kgs
Miscellaneous scrap metal 16000 kg 18000 kg 14000 kg 13000 kg
15000 kg
Cases/ wooden palettes N/A1 N/A1 N/A1 N/A1 N/A1
Electric/ electronic -
128 fluorescent
lamps 16 x
Mercury vapour lamps
63 fluorescent
lamps 10 x
Mercury vapour lamps
118 fluorescent
lamps 14 x Sodium 8 x Mercury
vapour lamps
75 fluorescent
lamps 12 x
Mercury vapour lamps
Sewage sludge N/A2 N/A2 N/A2 N/A2 N/A2 1 Cases/Wooden pallets are returned to original vendor for reuse. 2 The Sedco 711 has a sewage treatment plant so nothing is shipped from rig
In addition, periodical helifuel waste after repairs and inspection of system would have been produced as follows:
410 Litres-06/04-01 to 27/07-01 205 Litres -30/06-00 to 10/09-00 205 Litres-13/04-00 to 29/06-00
Impacts of the Exploration and Appraisal Drilling Programme
The following drilling impacts are addressed retrospectively for the exploration well drilled in 1996 and the subsequent appraisal wells drilled between 1998 and 2000.
In the majority of cases, the impacts from the drilling operations would have been the same as those described in Section 7.8.1.1 (impacts on flora and fauna), Section 10.5 (impacts on air) and Section 9.15.1 (impacts to water).
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 25
The exception to this is there will be no further rig site surveys (future wells will be drilled in areas which have already been subject to surveys), and that the practice of discharging SBM cuttings which was carried out during the exploration and appraisal drilling programme is now discontinued. During drilling of well 18/25-3, and for subsequent wells, OBMs were (and will be) used rather than SBMs. The resulting OBM and associated cuttings were then taken ashore for disposal.
Impacts of Rig Site Survey
The effects of using a small airgun source of approximately 160 cu in. (compared to 3000-4000 cu in. for a seismic survey) for a period of 6 - 20 days for the 6 wells drilled to date would not have posed a significant threat to cetaceans unless they were within close proximity of the array. This situation was avoided as far as possible, by following the JNCC ‘Guidelines for Minimising Acoustic Disturbance to Marine Mammals from seismic surveys’.
Impacts of Vertical Seismic Profiling
VSP takes place after the well has been drilled and involves a number of loggers being strung at 10 m depth intervals down the well (in the case of well 18/25-3 the string contained 12 loggers). A seismic source is used close to the surface to generate a signal, and the loggers record the signal at the different depths in the well. The string of loggers is then moved up the well, and the seismic source is fired again, for well 18/25-3 a total length of 2400 m was covered, involving 20 movements of the string and 20 firings of the seismic source. The single airgun used as the seismic source for VSP has a volume of 500 cubic inches (approximately 1/6 to 1/8 of that used in 3-D seismic surveys). Impacts from VSP on each of the wells drilled in the Corrib Field are expected to have been minor, and very short-term.
Impacts of SBM Cuttings Discharge
For the wells drilled between 1996 and 2000, water based muds (WBM) were used for the upper whole sections and synthetic based muds (SBM) for the lower hole sections. The cuttings and associated WBM and SBM were then discharged to the seabed.
It is generally acknowledged that discharge of SBM cuttings has a greater impact than the discharge of WBM cuttings as the rate of biodegradation of SBMs is generally slower. The cuttings discharged would have fallen to the seabed within a limited area around the point of discharge from the cuttings chute. Within this limited area there may have been smothering effects and changes in benthic community structure related to changes in particle size composition and organic enrichment and impacts on demersal fish from water column turbidity effects. In addition to the impacts that resulted directly from the decomposition of cuttings, it is possible that the constituent chemicals of the drilling fluids may have exhibited some degree of toxicity.
Campbell (1998) reviewed the available information on biodegradation of SBM. A number of generalisations were made about the environmental
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 26 RSK/H/P/P8069/03/04/Appendices Rev01
behaviour of SBMs and the factors which should be considered in the evaluation of persistence as follows:
• degradation rates in sediments decrease as base fluid concentration increases. This suggests that “dispersability” is a factor that should be considered in the assessment of SBMs;
• sediment types such as sand or mud have an influence on degradation rate. Degradation rates in sand have been shown to be significantly slower than in mud (Munro, 1997); and
• full evaluation of degradation should address rates under both anaerobic, as might be found in the main area of the cuttings accumulation, and aerobic conditions, as may apply in the peripheral areas of cuttings accumulations.
The most definitive information concerning the impacts of the SBM cuttings in the Corrib Field has been obtained from post-drilling monitoring, as described below.
Impacts of discharge of radioactive material
It is considered that the material discharged (isotopes of scandium, antimony and iridium) will have had a negligible impact in the area in which it was discharged. The amount of material discharged was small, and the half-lives of the isotopes are all shorter than 84 days.
Chemical Monitoring:
M-Scan and Gardline undertook pre and post drilling sampling surveys around the well site location for well 18/20-1 in 1996 and 1997 respectively. Subsequent post drilling sampling was undertaken by Gardline in 1998 in the vicinity of well 18/20-1 and the newly drilled well 18/20-2z. Sediment from around well 18/25-1 was sampled both before and after drilling using an ROV. A wider survey was carried out in the Field in 2000, during which sediment was analysed for its chemical and biological content, all sites around the manifold were sampled whilst well 18/20-3 was being drilled. Once the rig moved from 18/20-3, samples were taken from around that well position.
Wells 18/20-1 and 18/20-2z were both drilled with SBM systems. SBM with a base fluid comprising a mixture of paraffin & LAO and PAO was used for well 18/20-1 while an ester base fluid was used for well 18/20-2z.
The following paragraphs provide an overview of the status of the sediments within the Corrib Field at various points after the wells had been drilled.
Exploratory Well Monitoring:
The findings of the monitoring survey data for well 18/20-1 indicate that elevated levels of drilling muds were present within 250 m of the well site, with the highest concentrations found within 50-100 m from the well site.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 27
Samples taken on two transects around the well site indicated that SBM concentrations in the sediment had generally decreased over time. This could be attributed to biodegradation of the SBM base fluid.
Further, the findings indicated that different components of the SBM base fluid degraded at different rates with poly alpha olefin (PAO) degrading slower than linear alpha olefin (LAO) and paraffin. In particular LAO and paraffin were found to originally make up 80% of the SBM in the samples taken in the first survey. Subsequently they were found to make up only 20% of the SBM base fluid component in the samples after 2 years, while at the same time, almost no reduction in the PAO concentration was observed.
Appraisal Well Monitoring:
Following drilling of well 18/20-1, the PAO, which was the least biodegradable component of the base fluid formulation, was removed from the mud formulation.
For well 18/20-2z, elevated concentrations (up to 610 ppm) of the ester base fluids were observed within 100 m of the well site. Outside of this area concentrations of the base fluid were below detectable limits.
The dominant base oil detected throughout the Field was Ecosol (LAO and paraffin), (except at 18/20-1 where PAO was still part of the base oil formulation). The highest concentration of Ecosol was 3800 µg/g at 100m south of 18/20-3 (drilled in 2000).
Up to 1800µg/g observed in sediments around 18/25-1 in 1999 had decreased to 710 µg/g in 2000. Approximately 1800 µg/g Ecosol was observed on a transect around 18/20-3 in 2000. At the 18/20-1 wellsite in 2000, if it is assumed that there has been no biodegradation of the PAO, then 95% of the other alkanes have been removed by biodegradation.
At wellsites 18/20-1 (sampled in 1998) and 18/25-1 (sampled in 1999) a notable reduction in Total Organic Extractables (TOE) was observed in 2000 compared to the previous surveys. TOE at 18/20-1 decreased by 85%, and by 53% at 18/25-1.
To summarise, the sediments in the Corrib Field showed differing degrees of recovery after the drilling of the wells. The level of recovery was dependent upon the proximity of the nearest well, and the time since it was drilled. The majority of the impacts have been as a result of discharge of synthetic mud on cuttings.
Biological Monitoring:
Macrofaunal data collected during the survey in 2000 indicated that the sediment around well 18/20-1 showed the greatest level of macrofaunal disturbance within the Corrib Field. The macrofaunal population here indicated a paucity in both abundance (c. 40-50%) and species number (c. 50%) when compared to uncontaminated sites in the same area. As a
Corrib Offshore EIS Enterprise Energy Ireland
APP2.1 - 28 RSK/H/P/P8069/03/04/Appendices Rev01
consequence, this station clustered separately to all others when using community statistics (PRIMER), although the overall level of disturbance is not thought to be severe. It is anticipated that as levels of organics in the sediment fall back to baseline levels, the distribution of fauna is expected to follow a similar trend.
Statistical analysis of the remaining wells indicated that the faunal communities immediately surrounding the well sites and some of the outer stations indicated a similar, but less marked impact to that recorded at 18/20-1. Should the same rate and level of recovery be replicated for these wells then a similar level of community succession is expected and consequently alterations to the biological population. The only well which appeared to remain relatively undisturbed during drilling activities was that of 18/20-2z, which clustered statistically with the reference stations. This would suggest that the level of impact caused by the ester based drilling mud used at this site was insignificant.
The findings outlined above indicate that the area of organic enrichment caused by the base fluid on the cuttings is limited to the areas closest to the point of discharge from the cuttings chute, where the accumulations were greatest. It is in these areas that anoxic conditions may have caused mortality of benthic organisms and a reduction in the rate of degradation of the drilling fluid. In the peripheral areas, where the thickness of cuttings is limited, aerobic conditions may have prevailed and a rapid biodegradation of the base fluid is expected.
Mitigation Measures for the Exploration and Appraisal Drilling Programme
The mitigation measures in place for the exploration and appraisal drilling programme were the same as those described in Section 7. However, additional measures were in place due to the discharge of SBM cuttings, as follows:
Impacts associated with the discharge of SBM and cuttings for the appraisal wells drilled between 1996-2000 were minimised by using a predetermined drilling programme and procedures. In addition, the mud and cuttings strategy employed achieved approximately 8% (by weight) retained SBM on cuttings efficiency. SBM cuttings were discharged above sea level, at rig operating draft, to optimise the efficient dispersal of the cuttings and mud. Routine onboard testing (retort) was undertaken of the mud system and sediment monitoring programmes were in place for all wells. It should be noted that whole or spent SBM was not discharged to the marine environment.
Residual Impacts of the Exploration and Appraisal Drilling Programme
The monitoring of the Corrib Field following cessation of SBM cuttings discharge indicates that the impact on the marine benthic environment has been minor and localised.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP2.1 - 29
The area of organic enrichment caused by the base fluid on the cuttings is limited to the areas closest to the point of discharge from the cuttings chute, where the accumulations were greatest. It is in these areas that anoxic conditions may have caused mortality of benthic organisms and a reduction in the rate of degradation of the drilling fluid. In the peripheral areas, where the thickness of cuttings is limited, aerobic conditions may have prevailed and a rapid biodegradation of the base fluid is expected.
It should be noted that Enterprise do not intend to discharge any SBM cuttings during the drilling of future wells. Therefore, it is expected that the sediment contamination levels will decrease further with time.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 4.1: THE HARMONISED OFFSHORE CHEMICAL NOTIFICATION FORMAT (HOCNF) SCHEME
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP 4.1 - 1
The Harmonised Offshore Chemical Notification Format (HOCNF) Scheme
The HOCNF Scheme is an Oslo and Paris Commission (OSPARCOM) initiative established under cover of the Paris Commission Decision 96/3. The aim of the HOCNF initiative is to harmonize the measures and criteria used by the signatory states to regulate chemicals management by the offshore oil and gas industry.
The objective of the HOCNF scheme is to prevent unacceptable damage to the marine environment as a consequence of use, discharge and accidental loss of exploration and production chemicals.
The HOCNF scheme standardizes the requirements for the testing and reporting of all chemicals used by the offshore oil and gas industry operating within the North Sea and North East Atlantic.
The classification system places chemicals into one of five categories, A to E. Chemicals in category A have the potential to cause the greatest damage to the environment, and category E chemicals have the potential to cause the least damage to the environment.
The method of classification used is a two-stage process. Chemicals are first assigned an initial grouping on the basis of toxicity, determined in accordance with the parameters presented in Table 1 below.
Table A.4.1.1: Toxicity Classification Parameters for the HOCNF Scheme
Initial Grouping A B C D E Result for aquatic toxicity data (ppm)
<1 >1-10 >10-100 >100-1000
>1000
Result for sediment toxicity data (ppm)
<10 >10-100 >100-1000
>1000-10000
>10000
The eco-toxicology data used are the results of laboratory tests on aquatic indicator organisms. Acute toxicity is assessed and expressed as either:
• an LC50 test - the concentration of the test substance in sea water that kills 50% of the test batch; or
• an EC50 test - the concentration with a specified sub-lethal effect on 50% of the test batch.
The subject organisms and test protocols that form the basis of the toxicity testing programme are as follows:
• Algae test: Skeletonema costatum (EC50 72 hour test )
Corrib Offshore EIS Enterprise Energy Ireland
APP4.1 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
• Crustacean test: Acartia tonsa (LC50 48 hour)
• Sediment Reworker test: Corophium volutator (LC50 10 days)
The second stage of the classification process allows for an adjustment of the preliminary first stage grouping to reflect the environmental performance criteria, as outlined in Table 2 below.
Table A.4.1.2: Environmental Performance Parameters for the HOCNF Scheme
Increase by 2 Groups (e.g. from C to E)
Increase by 1 Group (e.g. from
C to D)
Do not adjust Initial Grouping
Decrease by 1 Group
(e.g. from C to B)
Decrease by 2 Groups
(e.g. from C to A) Substance is readily biodegradable and is non-bioaccumulative
Substance is inherently biodegradable and is non-bioaccumulative
Substance is not biodegradable & is non-bioaccumulative or Substance is readily biodegradable & bioaccumulates
Substance is inherently biodegradable & bioaccumulates
Substance does not biodegrade & bioaccumulates
The definitions used for the environmental performance criteria used in the second stage of the HOCNF classification process are presented in Table 3 below.
Table A.4.1.3: Environmental Performance Criteria Definitions
Criteria Definition Readily biodegradable
results of >60% biodegradation in 28 days to OSPARCOM HOCNF accepted biodegradation protocol.
Inherently biodegradable
results of >20% & <60% to an OSPARCOM HOCNF accepted ready biodegradation protocol OR result of >20% by OSPARCOM accepted inherent biodegradation study
Not biodegradable results from OSPARCOM HOCNF accepted ready biodegradation protocol OR inherent biodegradation protocol are <20%
Non-bioaccumulative / non-bioaccumulating
Log Pow <3, or results from a bioaccumulation test (preferably using Mytilus edulis) demonstrates a satisfactory rate of uptake and depuration OR the molecular mass is >600
Bioaccumulative / Bioaccumulates
Log Pow >3, or results from a bioaccumulation test (preferably using Mytilus edulis) demonstrates an unsatisfactory rate of uptake and depuration and the molecular mass is <600
Aquatic toxicity data result
LC / EC50 data for Skeletonema costatum, Acartia tonsa or Juvenile turbot (units=ppm or mg/l)
Sediment toxicity data results
LC / EC50 data for Abra alba (generated pre 11/2/94) or preferably, Corophium volutator (units=ppm or mg/kg)
Annual tonnage limits that trigger the requirement for an operator to provide prior notification of use of production chemicals can also be set for each category of chemical used for each installation.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP 4.1 - 3
Under such a notification system, if the suite of production chemicals proposed for a particular installation results in the use of a cumulative total of production chemicals above the trigger value, for a particular category of categories, the operator can be required by the regulatory body, who administer the scheme, to undertake an environmental risk assessment and to provide justification for their selection where alternatives are available (see Table 4 below).
In addition to the basic classification scheme provided above, specific requirements have been set for the testing of drilling fluid types, as outlined in Table 4 below.
Table A.4.1.4: Specific Requirements for Testing of Drilling Fluids
Mud System Parameter Testing Requirements Water based drill-mud systems
containing <5% water-immiscible liquid
Individual component products. Each component product will be classified separately after assessment under the HOCNF.
*Oil based muds >5% v/v water-immiscible liquid
Generic ‘worst-case’ mud systems (i.e. likely most toxic, persistent, or otherwise environmentally damaging)
*Synthetic muds >5% v/v water-immiscible liquid
as above
*Emulsified water based muds
>5% v/v water-immiscible liquid
as above
* full HOCNF data set required as follows; • Toxicity test for Skeletonema costatum, Acartia tonsa & Corophium volutator, for the whole mud system with an agreed ‘worst-case’ formulation; • Log Pow and Koc (base fluid & all knowingly added wholly organic substances of the whole mud except for surfactants) • Aerobic degradation (base fluid & all knowingly added wholly organic substances of the whole mud) • Anaerobic biodegradation tests may be conducted in addition to aerobic tests. • Anaerobic biodegradation data have also been proven to be irrelevant for water soluble materials which do not adsorb to surfaces.
Presence of surfactants may increase the bio-availability of other substances within a preparation. Evidence is required to show that the surfactants within a mud system are sufficiently degradable and will not increase the bio-availability of the base fluid. Otherwise a bio-concentration test may be required for both the base fluid and whole preparation to demonstrate that the surfactants do not significantly increase bio-accumulation potential of the base.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 7.1: BIOTOPES IDENTIFIED FROM THE LANDFALL AND CROSSING LOCATIONS
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP 7.1 - 1
Biotopes identified from the landfall and crossing locations
(Descriptions follow Connor et al., 1997)
Biotope code: LR.YG
Biotope name: Yellow and grey lichens on supralittoral rock
Stable hard substrata in the supralittoral zone are typically characterised by a maritime community of yellow and grey lichens such as Xanthoria parietina and Caloplaca marina. This band is usually found immediately above a zone of Verrucaria maura (Ver), a black lichen which is also present in this zone, though typically less than common. Damp pits and crevices are occasionally occupied by littorinid molluscs and acarid mites. In sheltered areas the transition from this biotope to Verrucaria maura (Ver) beneath is often indistinct and a mixed zone of YG and Ver may occur. With increasing wave exposure both zones become wider and more distinct.
Biotope code: LR.Ver
Biotope name: Verrucaria maura on littoral fringe rock
A band of the black lichen Verrucaria maura typically occurs on bedrock or stable boulders and cobbles in the littoral fringe. It occurs below the yellow and grey lichen zone (YG) and above communities of barnacles and fucoid algae. This type covers a wide range of wave exposures and several variants are defined. On exposed shores Verrucaria spp. may occur with sparse barnacles, (Chthamalus spp. or Semibalanus balanoides) (Ver.B). Where the ephemeral red alga Porphyra umbilicalis occurs this should be recorded as Ver.Por. More sheltered shores tend to lack these species (Ver.Ver).
Biotope code: SLR.Pel
Biotope name: Pelvetia canaliculata on sheltered upper shore rock
Lower littoral fringe bedrock or stable boulders on sheltered shores are characterised by a dense cover of the upper shore fucoid Pelvetia canaliculata. The fucoid overgrows a crust of black lichens Verrucaria maura and Verrucaria mucosa, or Hildenbrandia on very sheltered shores. This biotope lacks the cover of barnacles beneath the Pelvetia commonly found on more exposed shores (PelB). The littorinids Littorina littorea and L. saxatilis occur. The red alga Catenella caespitosa is characteristic of this biotope, as is the lichen Lichina confinis.
Corrib Offshore EIS Enterprise Energy Ireland
APP7.1 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Biotope code: SLR.Fspi
Biotope name: Fucus spiralis on moderately exposed to sheltered upper eulittoral rock
Moderately exposed to very sheltered upper eulittoral bedrock and boulders are typically characterised by a band of the spiral wrack Fucus spiralis overlying the black lichens Verrucaria maura and V. mucosa. Limpets Patella vulgata, winkles Littorina spp. and barnacles Semibalanus balanoides are usually present under the fucoid fronds and on open rock. During the summer months ephemeral green algae, such as Enteromorpha spp. and Ulva lactuca, may also be present. This zone usually lies below a Pelvetia canaliculata zone (Pel); occasional clumps of Pelvetia may be present (usually less than common) amongst the F. spiralis. In areas of extreme shelter, such as in Scottish sealochs, the Pelvetia and F. spiralis zones often merge together forming a very narrow band. Fspi occurs above the Ascophyllum nodosum (Asc) and/or Fucus vesiculosus (Fves) zones and these two fucoids may also occur, although Fucus spiralis always dominates. Vertical surfaces in this zone, especially on moderately exposed shores, often lack the fucoids and are characterised by a barnacle-Patella community (BPat).
Biotope code: SLR.Fves
Biotope name: Fucus vesiculosus on sheltered mid eulittoral rock
Moderately exposed to sheltered mid eulittoral rock characterised by a dense canopy of large Fucus vesiculosus plants (typically Abundant-Superabundant). Beneath the algal canopy the rock surface has a sparse covering of barnacles (typically Rare-Frequent) and limpets, with mussels confined to pits and crevices. Littorina littorea and Nucella lapillus are also found beneath the algae, whilst Littorina obtusata and Littorina mariae graze on the fucoid fronds. The fronds may be epiphytised by the filamentous brown alga Elachista fucicola and the small calcareous tubeworm Spirorbis spirorbis. In areas of localised shelter, Ascophyllum nodosum may also occur, though never at high abundance (typically Rare-Occasional) -(compare with Asc). Damp cracks and crevices often contain patches of the red seaweed Osmundea (Laurencia) pinnatifida, Mastocarpus stellatus and encrusting coralline algae. This biotope usually occurs between the Fucus spiralis (Fspi) and the Fucus serratus (Fser) zones; both of these fucoids may be present in this biotope, though never at high abundance (typically < Frequent). In some sheltered areas Fucus vesiculosus forms a narrow zone above the Ascophyllum nodosum zone (Asc).
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP 7.1 - 3
Biotope code: SLR.Asc
Biotope name: Ascophyllum nodosum on very sheltered mid eulittoral rock
Sheltered to very sheltered mid eulittoral rock with the knotted wrack Ascophyllum nodosum. Several variants of this biotope are described. These are: full salinity, tide-swept and variable salinity.
Biotope code: SLR.Fcer
Biotope name: Fucus ceranoides on low salinity eulittoral rock
Bedrock and stable boulders in the eulittoral zone that are subject to reduced salinity may be characterised by the horned wrack Fucus ceranoides. As this fucoid is more tolerant of reduced salinity than the other fucoids, F. ceranoides tends to replace Fucus spiralis, Fucus vesiculosus and Ascophyllum nodosum towards the upper reaches of estuaries and sealochs. This biotope may, however, still contain other fucoids, though Fucus ceranoides always dominates. Species richness is typically low in this biotope. Since areas of bedrock and stable boulder are generally scarce within estuarine systems, this community is more commonly encountered on stable mixed substrata (see FcerX).
Biotope code: SLR.FvesX
Biotope name: Fucus vesiculosus on mid eulittoral mixed substrata
Sheltered and very sheltered mid eulittoral pebbles and cobbles lying on sediment are typically characterised by Fucus vesiculosus. FvesX is usually subject to some variability in salinity from riverine input or, in more marine conditions, the habitat consists predominantly of smaller stones which are too unstable for Ascophyllum nodosum to colonise to any great extent (compare with AscX). This biotope typically differs from Fves in having a less dense canopy and reduced richness of epifaunal species, presumably as a result of the increased siltation, variable salinity and lack of stable substrata. In addition, the sediment between patches of hard substrata often contains the lugworm Arenicola marina, cockles Cerastoderma edule or the ragworm Hediste diversicolor. Littorinids, particularly Littorina littorea, commonly graze on the algae. Ephemeral algae such as Enteromorpha spp. are often present, especially on any more mobile pebbles during the summer. Limpets are less common than in AscX, because of the limited availability of larger rocks.
Corrib Offshore EIS Enterprise Energy Ireland
APP7.1 - 4 RSK/H/P/P8069/03/04/Appendices Rev01
Biotope code: SLR.FcerX
Biotope name: Fucus ceranoides on reduced salinity littoral mixed substrata
Boulders, cobbles and stones in the eulittoral zone that are subject to reduced salinity conditions may be covered by Fucus ceranoides. This biotope is typical where streams run across the shore, or towards the heads of marine inlets. Other fucoids may occur, but are generally scarce. Amongst the fucoid algae, opportunistic green algae such as Enteromorpha spp. and Ulva lactuca are frequently encountered. Littorinid molluscs and clumps of large Mytilus edulis may be present. Species diversity is generally low, however, with red algae being rare or absent. Sediment, on which the cobbles and boulders frequently lie, often contains infaunal species such as the lugworm Arenicola marina and the ragworm Hediste diversicolor.
Biotope code: LGS.Tal
Biotope name: Talitrid amphipods in decomposing seaweed on the strand-line
This strand-line community may occur on any shore where decomposing seaweed accumulate on the extreme upper shore strand-line. This community occurs on a wide variety of substrata from shingle and mixed substrata through to fine sands. The shores are usually depositional in nature but the community may also occur on mixed and rocky shores in some circumstances. The decaying seaweeds provide cover and humidity for Talitrus saltator and other components of the community. The amphipods Orchestia spp. may also be present, as well as enchytraeid oligochaetes. Polychaetes, molluscs and other crustaceans may be brought in on the tide, but are not necessarily associated with the infaunal community. Further analysis of the data may determine that Orchestia spp. are associated with a denser strand and that there are differences in the community dependent upon the substratum-type. Talitrus saltator may occur further down the shore, almost invariably accompanied by burrowing amphipods such as, Bathyporeia spp. (LGS.AEur).
Biotope code: LGS.AP
Biotope name: Burrowing amphipods and polychaetes in clean sandy shores
A level one biotope to be used when there is insufficient information to assign a level two biotope. The mid and lower shore of clean sandy beaches on wave-exposed or moderately wave-exposed coasts may support a community of burrowing amphipods and polychaetes, sometimes with bivalves such as Angulus tenuis. The sand is usually medium or fine-grained with little organic matter. The finer particles, together with the
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP 7.1 - 5
location of the habitat on the lower shore results in poor drainage. The community consists of burrowing amphipods (Pontocrates altamarinus, P. arenarius, Bathyporeia elegans, B. guilliamsoniana, B. pelagica, B. pilosa and B. sarsi), the isopod Eurydice pulchra and polychaetes (including Scolelepis squamata, Paraonis fulgens and Nephtys cirrosa and Arenicola marina). The presence of polychaetes is seen as coloured burrows running down from the surface of the sediment. The sediment is often rippled and typically lacks an anoxic black sub-surface layer.
Biotope code: LMU.HedStr
Biotope name: Polychaetes dominated by Hediste diversicolor and Streblospio shrubsolii in sandy mud and mud shores
Sandy mud and mud shores in sheltered marine inlets and estuaries subject to variable or reduced salinity. The biotope is typically found on the mid and lower shores and is often associated with the presence of sea defences, rocky outcrops, rubble training walls or shallow layers of cobbles and pebbles in the sediment in the upper and mid estuary. In addition, the presence of nearby sewage outfalls or a high organic content probably influences the infaunal community. Tidal streams can be strong, further supporting the possibility that this biotope has a disturbed habitat. The infaunal polychaete community includes species with a limited salinity range tolerance such as Streblospio shrubsolii, Caulleriella (Tharyx) killariensis and Manayunkia aestuarina. In addition to the mentioned polychaetes, Hediste (Nereis) diversicolor, Nephtys hombergii, Pygospio elegans, the burrowing amphipod Corophium volutator, the mud snail Hydrobia ulvae and the bivalves Macoma balthica and Abra tenuis are characterising species. In the absence of the more frequently encountered characterising species, the presence of the isopod Cyathura carinata or polychaetes Polydora spp., Heteromastus filiformis or Ampharete grubei are also indicative of this biotope. The sediment is anoxic and black close to the surface and remains water saturated throughout the tidal cycle. The frequency and abundance of oligochaetes, particularly Tubificoides benedii and Tubificoides pseudogaster, is greater than in LMS.HedMac, whilst the closely related LMS.HedMac.Pyg rarely has Streblospio shrubsolii or Manayunkia aestuarina and has a greater frequency and abundance of Cerastoderma edule and Eteone longa. LMU.HedScr is similar to this biotope, but is slightly less muddy, has a higher frequency and abundance of bivalve species and a less diverse range of polychaete species, reflecting the more stable habitat of LMU.HedScr. The polychaete species richness is greater than in LMU.HedOl. The number of species that may be present in this biotope and the number of transition areas along salinity, wave-exposure and sediment particle size continua make this biotope potentially very variable in species content.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 7.2: DESCRIPTIONS OF BIOMAR SITES IN BROADHAVEN BAY
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.2 - 1
Table A.7.2.1: List of species recorded from S of Rinroe Point, Broadhaven and their relative abundance. Species names follow Howson and Picton (1997). Abundance scale follows Hiscock (1986). S - super abundant, A - abundant, C - common, F - frequent, O - occasional, R - rare. Porifera (sponges) Psammechinus miliaris O Scypha ciliata O Echinus esculentus O Polymastia mamillaris F Holothuria forskali O Halichondria panicea O Esperiopsis fucorum O Tunicata (sea squirts) Clavelina lepadiformis F Anthozoa (anemones) Polyclinum aurantium O Urticina felina F Morchellium argus O Bunodactis verrucosa O Aplidium nordmanni F Sagartia elegans O Aplidium punctum O Diplosoma listerianum O Hydrozoa (hydroids) Diplosoma spongiforme O Plumularia setacea R Botryllus schlosseri F Sertularia argentea O Obelia geniculata F Pisces (fish) Lophius piscatorius R Polychaeta (worms) Psetta maxima R Eupolymnia nebulosa F Pomatoceros triqueter O Algae (seaweeds) Scinaia interrupta R Crustacea (crabs and barnacles)
Dilsea carnosa O
Balanus crenatus O Callophyllis laciniata F Pagurus bernhardus F Corallinaceae F Galathea squamifera O Corallina officinalis O Inachus phalangium O Ahnfeltia plicata O Macropodia rostrata R Phyllophora crispa F Pirimela denticulata R Plocamium cartilagineum R Cancer pagurus O Lomentaria orcadensis R Liocarcinus puber O Ceramium sp. O Xantho incisus O Acrosorium venulosum F Delesseria sanguinea O Mollusca (snails and bivalves)
Hypoglossum hypoglossoides F
Gibbula cineraria F Membranoptera alata O Calliostoma zizyphinum O Heterosiphonia plumosa O Aplysia punctata C Brongniartella byssoides F Aegires punctilucens P Laminaria spp C Polycera faeroensis R Laminaria hyperborea F Archidoris pseudoargus O Bryopsis plumosa O Pelecypoda indet. R Bryozoa (sea mats) Membranipora membranacea
F
Scrupocellaria reptans F Bicellariella ciliata O Echinodermata (starfish and urchins)
Henricia oculata O Asterias rubens F Marthasterias glacialis O Ophiothrix fragilis O Amphipholis squamata P
Corrib Offshore EIS Enterprise Energy Ireland
APP7.2 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Descriptions of other sites in Broadhaven Bay, from the BioMar viewer (Picton and Costello, 1998):
E Illandaruck, Broadhaven 54° 18.48' N 009° 59.52' E
The site was located on the east side of an islet adjacent to a large headland and sheltered from the prevailing south-west winds. The substratum from 25 - 34 m BCD was gently sloping bedrock which gave way to a sandy plain at 34 m BCD of well sorted medium sand with bivalves and Echinocardium spp. The bedrock was characterised by Corynactis viridis, Securiflustra securifrons, Alcyonium glomeratum and Alcyonium digitatum. Sertularella spp. were occasional. Caryophyllia smithii was conspicuously absent.
Gubastuckaun, Broadhaven 54° 18.06' N 009° 58.92' E
The site was located at the tip of a headland on the east side of a large north-facing bay on the west coast of Ireland. The seabed from 30 - 40 m BCD consisted of sloping bedrock, with a vertical face to the north. At 40 m BCD there were large blocks of rock lying on the bedrock and embedded in coarse sand. The coarse sand plain extended offshore.
S of Gubastuckaun, Broadhaven 54° 17.99' N 009° 58.98' E
The site was located to the south of a headland on the east side of a large north-facing bay on the west coast of Ireland. The seabed from 13 m to 30 m BCD consisted of bedrock ridges with deep, vertical-sided gullies. Some boulder holes were present and at 20 m BCD was a shallow cave with the colonial anemone Parazoanthus anguicomus in abundance.
N of Cone Island, Broadhaven 54° 17.27' N 009° 58.20' E
Situated on a north-east facing stretch of coastline on the side of a large open coast inlet. The site was adjacent to a small islet which ran in a north-south direction extending into the sublittoral as a ridge. The seabed at 29.8 m BCD was the bottom of a boulder strewn gully with bedrock rising almost vertically to 23.2 m BCD before flattening out. The area was formed into a series of ridges and gullies. The dominant organisms were sponges Axinella spp. with Alcyonium glomeratum and Caryophyllia smithii.
Cave, S of Cone Island, Broadhaven 54° 16.98' N 009° 58.26' E
The site was located on the north-eastern side of the Mullet Peninsula, facing a broad open coast bay, sheltered from the prevailing winds. The shore was high cliffs with many cave entrances at the bases. The cave surveyed went back into the cliff 4 - 5 m before turning right and forming a swim through to emerge around a small headland. The cave was approximately 4 m high varying in depth from 4.2 m BCD to its roof at 0.5 m
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.2 - 3
BCD. The floor was strewn with boulders which were likely to be mobile having scoured the lower 0.5 m of the walls. The remaining walls and roof had a dense cover of sponges, anemones and ascidians.
E of Ooghran Point, Broadhaven 54° 16.67' N 009° 57.12' E
Bedrock in angular ridges with pink coralline crusts almost continuous over the rock. Animals were sparse, with Echinus esculentus, Holothuria forskali, Haliclona viscosa and Pachymatisma johnstonia most abundant.
W of Duveel Point, Broadhaven 54° 16.49' N 009° 55.44' E
The site was located to the east of a north-facing headland in a large, open, north-facing bay on the west coast of Ireland. The seabed at 20 - 30 m BCD consisted of ridges of rock varying in height from 0.5 m to 2 m. The rock was pink and sparsely covered with algae, the algae was more dense at 20 m with scattered kelp plants throughout the zone. The fauna was very sparse with Holothuria forskali and Echinus esculentus frequent. The starfish Stichastrella rosea was present in considerable numbers.
N of Gubacashel, Broadhaven 54° 16.20' N 009° 53.22' E
The site was located on a headland in a large open coast bay where the bay narrowed to an inlet approximately 1 km across. The site was possibly subject to some tidal streams. The seabed at 24.5 m BCD consisted of pinnacles and ridges of 'sculptured' bedrock rising from a boulder/cobble plain. The boulders were likely to be mobile in bad weather possibly scouring the bedrock. The boulders were not surveyed. The bedrock supported Antedon bifida with red foliose algae and Alcyonium digitatum on the upward-facing areas. Kelp was present at 21.5 m BCD but the rock was not surveyed any shallower.
S of Rinroe Point, Broadhaven 54° 17.39' N 009° 50.40' E
The site was located in the centre of a wide bay which was backed by a long beach. The bay was situated on the open coast but with protection from the south-west by the northern end of the Mullet peninsula. The seabed at 12.5 m BCD was a level plain of cobbles and boulders with Laminaria hyperborea on the larger pieces of rock. Between the large boulders was a lot of drift/unattached algae.
SE of Slugga Rock, Broadhaven 54° 18.06' N 009° 51.84' E
The site was located on the eastern shore of a large, open, north facing bay on the west coast of Ireland. A small headland extended underwater as a rocky ridge, out towards a breaking rock. The seabed generally sloped gently underwater, with small cliffs and gullies. From 6.7 to 13.9 m BCD was fairly dense kelp forest with an understorey of red foliose algae.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 7.3: INTERTIDAL MACROFAUNAL ABUNDANCE FROM THE LANDFALL AND ADJACENT SITES
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP 7.3 - 1
Table A.7.3.1: Intertidal macrofaunal abundance from the landfall and adjacent sites.
T1 T2 T4 High
water Mid water
Low water
High water
Mid water
Low water
Mid water
A B C A B C A B C A B C A B C A B C A B C Oligochaeta 1 2 1 13 11 5 3 6 4 Scololepis sp 1 Nereis diversicolor 1 2 1 Manayunkia estuarina
129 248 154
Spio filicornis 7 10 16 9 6 2 Chironomid larvae 11 6 8 Eteone longa 1 Capitella capitata 1 1 5 Cerastoderma edule
1 1 1
No fauna recorded
Note: Rocky shore at Transect 3 prevented cores being taken from these locations.
Only a mid tide level core taken from Transect 4.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 7.4: SYNOPSES FROM CONSERVATION SITES IN THE BROADHAVEN BAY AREA
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.4 - 1
Broadhaven Bay (candidate Special Area of Conservation (cSAC), Site code: 000472)
Broadhaven Bay is a large bay situated between the north-east side of the Mullet Peninsula and the north-west Mayo coast. Exposure to prevailing winds and wave action diminishes from the mouth toward the head of the bay. Subsidiary inlets along the length of the bay provide further areas of additional shelter. The bay encompasses a range of habitats from extremely exposed bedrock at Benwee Head to sheltered sediments and saltmarsh in the inner bay.
Broadhaven Bay contains excellent examples of four habitats listed on Annex I of the EU Habitats Directive, namely Atlantic saltmarsh, tidal mudflats, reefs and large shallow bay. The shoreline is comprised mostly of shingle beaches and sandy beaches, as well as marginal habitats such as cutaway bog, heathland, dune grassland and machair, wet grassland, tidal rivers and dry pasture, which is used for grazing. There are several extensive areas of intact saltmarsh, with Thrift (Armeria maritima), Saltmarsh Rush (Juncus gerardii), Buck's-horn Plantain (Plantago coronopus), Sea Arrowgrass (Triglochin maritima), Common Scurvygrass (Cochlearia officinalis) and Common Saltmarsh-grass (Puccinellia maritima). Parts of the saltmarsh are heavily grazed.
Sheltered littoral sediments in Broadhaven Bay are characterised by fine sand. Sand hoppers live under drift weed in the upper shore. Lugworms (Arenicola marina) are present in the mid-shore, whereas different worm species (Scolelepis foliosa and Spiophanes bombyx) and crustacea (Bathyporeia elegans and Crangon crangon) live in the lower shore. Bivalve molluscs (Cerastoderma edule and Angulus tenuis) occupy both the middle and low shore. Sublittoral sediments range from coarse sand in exposed areas to fine sand in more sheltered areas in the inner bay. The coarse sand is characterised by the bivalve Lutraria lutraria. Echinocardium and bivalves characterise the sediment moderately exposed to wave action. In sheltered areas with medium sand and moderate current, communities of burrowing anemones, bivalves, the red seaweed Gracillaria verrucosa, and a community of hydroids, in particular Sertularia argentea occur.
There are good examples of wave-surged cave communities in shallow water with the anemone, Phellia gausapata typically found in areas very exposed to wave action. The rare anemone Parazoanthus anguicomus and the soft coral Alcyonium glomeratum are present in a deeper water cave. Dercitus bucklandi, which is characteristic of caves and crevices, has also been recorded.
The reef communities of Broadhaven Bay are subject to a range of conditions, from very exposed to wave action to very sheltered from wave action. Tidal streams are weak or negligible. Much of the bedrock is ridged with steeply sloping sides and gullies between the ridges. Shallow, exposed
Corrib Offshore EIS Enterprise Energy Ireland
APP7.4 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
and very exposed communities at the mouth of the bay are dominated by Laminaria hyperborea forest with an understorey of red algae. In the kelp park at approximately 15 – 25 m, and below the kelp, foliose brown algae (Dictyota dichotoma and Dictyopteris membranacea) and red algae (Delesseria sanguinea) are more dominant. Species richness in the latter zone can be high (up to 72 species). The southern brown algae Taonia atomeria occurs here close to the northern limits of its distribution. Gullies and small cliffs in and below the kelp are dominated by jewel anemones Corynactis viridis and Dead Man’s Fingers Alcyonium digitatum, while small horizontal ledges support foliose red and brown algae. The sheltered reefs east of Ballyglass are distinguished by the presence of mobile boulders and cobbles that are colonised by the kelps Saccorhiza polyschides and Laminaria saccharina. In the outer part of Broadhaven Bay, animal dominated communities occur at depths greater than 23 m. Many of the reefs at these depths are characterised by the Axinellid sponge community which has a wide variety of sponges.
Broadhaven Bay supports an internationally important number of Brent Geese (average peak 292, 1983/84-86/87), as well as regionally important populations of Ringed Plover (234), Golden Plover (103), Dunlin (271), Bar-tailed Godwit (85), Curlew (186) and Redshank (80) - all figures are average peaks for the period 1984/85-1986/87. Two pairs of Common Gulls bred in 1994. Inishderry island holds an important colony of terns; Sandwich Tern (160-170 pairs in 1994), Common / Arctic Terns (28 pairs in 1984; 15+ pairs of Common Terns in 1994), Little Tern (6 pairs in 1984). Black-headed Gulls were also present in 1984 with 150 individuals.
Broadhaven Bay is a fine example of a coastal bay and associated habitats. It contains excellent examples of four habitats listed on Annex I of the EU Habitats Directive and supports a number of unusual marine communities and species. The presence of wintering waterfowl and breeding Terns adds to the importance of the site.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.4 - 3
Glenamoy Bog Complex (SAC no. 500)
This very large site is dominated by lowland blanket bog, with significant areas of additional habitats, most notably sea-cliff, coastal heath, machair estuary and shallow bays. Most of the blanket bog within the site lies below an altitude of 150 m and thus is classified as lowland blanket bog, however there are also areas of highland blanket bog. Due to the location of the site, the habitats present are subject to an extreme oceanic influence.
Blanket bog
The vegetation of the lowland blanket bog areas is typically dominated by Molinia caerulea and Schoenus nigricans accompanied by Erica tetralix, Potentilla erecta, Narthecium ossifragum, Potentilla erecta, Eriophorum angustifolium, Rhynchospora alba, Trichophorum cespitosus and various Sphagnum species such as Sphagnum capillifolium, S. papillosum and S. cuspidatum. Well-developed pool areas are frequent and undisturbed islands in some of the larger pools support an unusual shrub community in which the relatively rare Juniperus communis is conspicuous. A noteworthy feature of the blanket bog is the presence of base-rich flushes which, in addition to containing plant species largely absent from ombrotrophic blanket bog, e.g. Carex rostrata, support a number of locally rare plant species such as Vaccinium oxycoccus and the moss Homalothecium nitens. A particularly extensive and well-developed flush system occurs at Rathavisteen.
Coastal habitats
Coastal habitats also occur within this site, however they occupy a relatively small proportion of the site area. Precipitous sea-cliffs, which reach a maximum height of c. 250 m at Benwee Head, dominate the northern fringes of the site. These cliffs contain a typical sea-cliff flora and the exposed cliff tops support wind-shorn heath vegetation which includes Calluna vulgaris, Empetrum nigrum and locally rare species such as Juniperus communis and Arctostaphylos uva-ursi. The cliffs also support large seabird colonies including Storm Petrels, Puffins, Manx Shearwaters, Kittiwakes, Guillemots and Razorbills. In addition to these bird species the cliffs also support Peregrine Falcon and Chough, both of which are listed under Annex 1 of the Birds Directive. A small area of machair occurs at Garter Hill in the north-western corner of the site. Although this area is somewhat degraded and eroded due to overgrazing by sheep, the tightly cropped dune turf does support a large population of Petalophyllum rafsii, a liverwort listed in Annex 2 of the European Habitats Directive. The site also encompasses Sruwaddacon Bay, which is a shallow tidal inlet to the south of Garter Hill and which is a designated Special protection Area under the EU Birds Directive. This bay is of special importance for its wintering wildfowl populations which feed on the intertidal sand/mud flats.
Corrib Offshore EIS Enterprise Energy Ireland
APP7.4 - 4 RSK/H/P/P8069/03/04/Appendices Rev01
General condition of the site
In general the condition of this site is rather poor. Extensive sheep grazing throughout has lead to erosion of blanket bog and dune machair, however damage caused by cattle is also a problem locally. The integrity of many areas of blanket bog in low-lying areas close to roads continues to be threatened by peat extraction and afforestation remains a serious threat.
Erris Head (Natural Heritage Area) (now part of the Glenamoy Bog Complex SAC, Site Code: 001501)
Erris Head is an extensive stretch of rocky sea cliffs on the Mullet peninsula which has been identified as of ornithological importance. This site has been recorded as having a regionally important colony of breeding Great Black-backed Gulls (39 pairs in1970). This site also has recently been identified as an important breeding site for other species, including Choughs, Peregrine Falcons, Ravens, Fulmars and Kittiwakes (D. Strong, pers, comm.). It is also used regularly by small numbers of Barnacle Geese (O. Merne, pers, comm.).
In addition to its ornithological interest, these steep to vertical rugged cliffs along this long strip of coastline contain other habitats of interest including blanket bog and wet grassland on peaty and mineral soils. This area also has excellent scenic value and is a popular amenity area for hikers and visitors.
Grey Seals also occur along this coast and out on some of the inshore locks.
Stags of Broadhaven (Special Protection Area (SPA), Site Code: 000546)
The Stags of Broadhaven are a group of four precipitous rocky islets totally 4 ha. rising to almost 100m, located about 2Km north of Benwee Head. The islets are of ornithological interest, although their relative inaccessibility has made population counts difficult.
Breeding seabirds include:- Leach’s Petrel (200 pairs in 1982), Storm Petrel (< 100 pairs in 1966, numbers unknown in 1982), Puffin (numbers unknown but described as one of the most densely populated colonies in Ireland in 1996), Fulmar (c. 150 pairs in 1969, 45 pairs in 1971), Razorbill (9 pairs in 1971), Herring Gull (c. 25 pairs in 1969) and Kittiwake (c. 25 pairs in 1069).
The Islands are the only known breeding site for Leach’s Petrel (an EU Bird Directive Annex 1 species) in Ireland.
Designated an SPA on 02/11/1995.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.4 - 5
Blacksod Bay/ Broadhaven SPA ( No. 037)
This large coastal site, located in north-west Mayo, comprises much of the Mullet Peninsula, the sheltered waters of Blacksod Bay and the low-lying sandy coastline from Belmullet to Kinrovar. The character of the site is strongly influenced by the Atlantic Ocean and the exposed location of much of the site results in a terrestrial landscape dominated by blown sand and largely devoid of trees. The underlying bedrock is principally metamorphic schist and gneiss. The site displays an excellent range of coastal and marine habitats, including several listed on Annex I of the EU Habitats Directive.
Blacksod Bay is 16 km in length and 8 km wide at the mouth. It is a shallow bay, reaching a maximum depth of 19 m and with weak tidal streams. The bay has a good range of representative littoral and sublittoral sediment communities and also infralittoral reefs.
The littoral sediments of the bay consist of areas that are moderately exposed to, or very sheltered from, wave action. Characteristically, exposed to moderately exposed sediment communities are composed of coarse to fine sand and have a polychaete fauna with crustaceans. Species richness increases as conditions become more sheltered. Talitrid amphipods occur in decomposing seaweed on the strand line. Polychaete worms (Arenicola marina), bivalves (Cerastoderma edule) and crustaceans, such as Urothoe brevicornis, Ampelisca brevicornis, and Bathyporeia pilosa, are common in the middle shore.
The sublittoral sediment towards the entrance of the bay is comprised of rather barren medium sand with the occasional bivalve molluscs Glycymeris glycymeris and Ensis spp. Much of the sediment in the centre of the bay is composed of firm, muddy sand with the brittle stars Amphiura spp and the razor shells Ensis spp. Towards the head of the bay the sediment is composed of muddy sand with Turritella communis, Amphiura brachiata and Philine aperta and soft sandy mud with Anthopleura balli and decaying algae. In some areas the sea grass Zostera marina and the reef forming polychaete Serpula vermiculata are frequent. Notable species include Oyster (Ostrea edulis), which occurs at head of the bay, and the sea anemona Phellia gausapata, which is present in the middle of the bay.
Infrallitoral reefs within Blacksod Bay are sheltered or very sheltered from wave action and subject to weak or moderate tidal streams. In sheltered areas that are composed of bedrock, occasional Saccorhiza polyschides overlie a rich assemblage of red algal species such as Dudresnaya verticillata, Heterosiphonia plumosa and Chondria tenuissima. Very sheltered bedrock reef communities are also characterized by foliose red algae. The sea anemone, Metridium senile, is abundant on the tops of the reefs and Antedon bifida on the steeper surfaces. Much of the infralittoral reef in Blacksod Bay is composed of boulders, cobbles and pebbles. The red algae in these areas are sand-tolerant species such as Chondria dasphylla and Gracilaria gracilis. Characterizing faunal species are the anthozoans Metridium senile and Alcyonium digitatum, the hydroid Nemertesia ramosa
Corrib Offshore EIS Enterprise Energy Ireland
APP7.4 - 6 RSK/H/P/P8069/03/04/Appendices Rev01
and the sponge Dysidea fragilis. The purple sea urchin, Paracentrotus lividus, occurs at two sites at the head of the bay.
Large areas of machair, a priority habitat on Annex I of the EU Habitats Directive, are found within this extensive coastal site. On the Mullet peninsula the habitat is best developed to the west of Termoncarragh lake, Tonamace/Macecrump and to the west of Cross Lough. On the eastern shores of Blacksod Bay, extensive areas of Machair occur at Doolough, Srah and Dooyork. The vegetation of the habitat is dominated by plant species of dry dune grassland which include Red Fescue (Festuca rubra), Wild Thyme (Thymus praecox), Daisy (Bellis perennis), Ribwort Plantain (Plantago lanceolata), Selfheal (Prunella vulgaris), Sand Sedge (Carex arenaria) and Lady’s Bedstraw (Galium verum). The main moss species are Brachythecium albicans, Calliergon cuspidatum and Bryum species. In damper areas of machair the vegetation is transitional to fen and contains, in addition to the typical dry machair species, such species as Fairy Flax (Linum catharticum), Cuckooflower (Cardamine pratensis) and Grass-of-parnassis (Parnassia palustris).
Fixed dunes with herbaceous vegetation, another Annex I priority habitat, have an extensive distribution throughout the site and are particularly well developed in the middle and south of the Mullet peninsula, e.g. Emlybeg, Newtown, Agleam. Areas of fixed dunes are typically at their highest c. 500 metres back from the sea and at Emlybeg and Newtown they attain a height of approximately 33 metres. The fixed dunes areas present within the site often form a complex mosaic with other dune habitats such as shifting dunes and machair. Frequent plant species recorded in the habitat include Marram Grass (Ammophila arenaria), Smooth Meadow-grass (Poa pratensis), Wild Carrot (Daucas carota), Common Bird’s-foot-trefoil (Lotus corniculatus), Harebell (Campanula rotundifolia) and Kidney Vetch (Anthyllis vulneraria). The moss cover is well developed and includes Rhytidiadelphus squarrosus, Hypnum cupressiforme, Tortula ruralis and Homalothecium lutescens. The conspicuous lichen Peltigera canina is also occasionally encountered in the vegetation.
Smaller areas of shifting dunes with Marram (Ammophila arenaria) are found in most of the dune areas within the site and typically occur along the most exposed ridges of sand dune systems. The vegetation is species-poor and generally sparse. Along with Marram, typical plant species include Mayweed (Matricaria maritime), Sea Holly (Eryngium maritimum), Colt’s-foot (Tussilago farfara) and the locally rare Sea Bindweed (Calystegia soldanella).
Salt marshes occur in a number of places, notably at Elly Bay, Salleen Harbour, Bunnahowen, Doolough and Gweesalia. Typical species include Thrift (Armeria maritima), Salt-marsh Grass (Puccinellia maritima), Sea Aster (Aster trifolium), Sea Milkwort (Glaux maritima), Sea Rush (Juncus maritimus) and Saltmarsh Rush (Juncus gerardi). At the lower levels of the marshes, and in places extending onto the open sand flats, there occurs Glasswort (Salicornia europaea agg.) and Seablite (Suaeda maritima).
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.4 - 7
The site also include shallow freshwater lakes, Termoncarragh Lough, Cross Lough and Leam Lough, the latter two having a brackish influence at times. Marsh and swamp vegetation is well developed around Termoncarragh Lough.
The Annex II liverwort species Petalophyllum ralfsii has been recently recorded from damp areas of machair at Doolough and Dooyork. The Red Data Book plant species Narrow-leaved Marsh Orchid (Dactylorhiza traunsteineri) also occurs.
This site has high ornithological importance, with seven Annex I Bird Directive species occurring regularly in winter and a further two as rare breeders. Blacksod Bay provides ideal habitat for divers (all given accounts are average maxima over the three winters 1994/95 to 1996/97), with Great Northern Diver (64) occurring in numbers of international importance and Red-throated Divers (45) in significant numbers. The site is an important wintering area for an internationally important population of Barnacle Geese (400-500), and also populations of Greenland White-fronted Geese (56) and Whooper Swans (95). Golden Plover are regular in small numbers (c.700), while a nationally important population of Bar-tailed Godwits (552) occur. Little Tern has bred in small numbers in the past, while the site is well known for one of Ireland’s rarest breeding birds, the Red-necked Phalarope. Unfortunately this species may now be extinct as a breeding species.
A wide range of other wintering birds occur. Of particular note are Brent Geese (212) and Ringed Plover (524), both of which have internationally important populations. A further six species have populations of national importance: Common Scoter (642), Red-breasted Merganser (50), Grey Plover (60), Knot (342), Sanderling (58) and Dunlin (2,601). The site is also notable for its breeding waders, with very important concentrations of Dunlin (26 pairs in 1996) and Lapwing (43 pairs in 1996), and significant numbers of Snipe (12 pairs) and Ringed Plover (5 pairs).
High levels of grazing and associated agricultural practices, e.g. feeding of stock and fertilization, has already resulted in locally severe damage to areas of dune and machair. The damage has been intensified by the recent division of dune and machair commonage, which is particularly evident on the Mullet. These agricultural activities remain serious threats. Benthic communities are very vulnerable to bottom-fishing gear such as that used for fishing oysters, and this is thought to be the most damaging to littoral sediment communities if the areas are over-fished.
This site is of high importance for the range of marine and coastal habitats, of which at least seven are listed on Annex I of the EU Habitats Directive, two having priority status. The Annex II species Petalophyllum ralfsii also occurs. It is also of particular ornithological importance, having four wintering species with internationally important populations and also important concentrations of breeding waders.
23.8.1999
Corrib Offshore EIS Enterprise Energy Ireland
APP7.4 - 8 RSK/H/P/P8069/03/04/Appendices Rev01
Blacksod Bay and Broadhaven, Ramsar Site (no. 844)
This Ramsar site has the same boundaries as the Blacksod and Broadhaven SPA.
Site: Blacksod Bay and Broadhaven Designation date: 11/06/1996 Coordinates: 54°03'N 010°00'W Elevation: 0 m Area: 683 ha Location: The site is situated on the western coast of the Mullet Peninsula, near the town of Belmullet on the northwestern coast of Ireland. Criteria: (2c,3b,3c) Blacksod Bay and Broadhaven is important for a range of maritime and coastal habitats. The area holds internationally important numbers of Brent geese Branta bernicla and ringed plover Charadrius hiaticula. Blacksod Bay holds considerable numbers of Haematopus ostralegus, Numenius arquata, Limosa lapponica, Charadrius hiaticula, Tringa totanus, Calidris alpina and C. alba. The site is Ireland's only breeding site for Phalaropus lobatus. Wetland Types: A,E,H,Q (dominance unspecified) The site consists of a sandy sea bay (Blacksod) together with the sheltered inner part of a north-facing sea bay (Broadhaven). It includes considerable stretches of dune systems up the western coast of the Mullet Peninsula. Along the shoreline of Blacksod Bay, saltmarshes occur in sheltered bays and inlets. The site also includes several brackish lakes, i.e. Termoncaragh, Cross Lough and Leam Lough. Biological/Ecological notes: This large area contains a composite of diverse, predominantly marine habitat types. Behind the dunes are extensive areas of dune grassland and machair. These grasslands are of considerable botanical importance. The brackish lakes are important to the breeding waders: Calidris alpina, Gallinago gallinago, Vanellus vanellus and Tringa totanus. The lakes are also important to the wintering wildfowl like Aythya fuligula, A. marila, Cygnus cygnus, Pluvialis apricaria and Branta leucopsis. Hydrological/Physical notes: No information available. Human Uses: No information available. Conservation Measures: The site is an EU Special Protection Area for wild birds. Adverse Factors: No information available.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 7.5: SPECIFICATION FOR BROADHAVEN BAY MONITORING SURVEYS
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.5 - 1
Broadhaven Bay Monitoring Surveys
The objective of the surveys will be to monitor for contamination relating effluent discharges to Broadhaven Bay related to the Corrib Field Development. All sampling, analyses and reporting will be carried out in line with internationally accepted practices for such surveys.
Surveys will begin in 2002. The focus of the biomonitoring will be on sedentary or sessile species which are representative of local conditions. In addition chemical and biological characteristics of the sediments will be analysed.
Biomonitoring
Fauna
Cultured oysters or mussels will be kept in cages close to the discharge site of the effluent from the terminal. Cages will be placed both up-current and down-current of the outfall location. The up-current samples acting as controls. The whole body tissue of the molluscs will be analysed twice yearly (spring/early summer and autumn).
Plaice caught in the vicinity of the outfall at the same time that the molluscs are sampled will be analysed. Both muscle and liver tissue will be analysed.
It is anticipated that 20 individuals of each species will be analysed on each sampling occasion at each site. This number will be assessed to ensure that the statistical needs are fulfilled.
Flora
Three nearshore locations will be sampled annually for macro algae (Ascophyllum nodosum being the preferred species).
Parameters to be analysed
All biological samples will be analysed for organic contaminants and trace metals as follows:
Total Hydrocarbon Content (THC)
C1 – C5 decalins
1-methylnapthalene, 2-methylnapthalene, benzo(a)pyrene
As, Cd, Cr, Cu, Pb, Mn, Hg, Ni, Se, Ag, Zn. Sediment Sampling
Corrib Offshore EIS Enterprise Energy Ireland
APP7.5 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Sediments shall be sampled from the area possibly affected by the proposed wastewater outfall. The sampling technique chosen (e.g. box corer, diving) must ensure that the undisturbed top surface layers are taken. The precise sampling pattern will be decided in consultation with both the DOMNR and the EPA when the preferred discharge position is decided. The main sampling axis shall be in the prevailing direction of the effluent plume. The sampling station down stream the outfall should be at 10, 50, 100, 300 and 1000 metres away from the outfall. Sampling positions up-stream and at 90 and 180 degree angle to the main axis should be at 50 and 300 metres.
In addition three (3) stations in the near-shore embayment containing finer sediments shall be sample and analysed
The parameters are described to be analysed are as follows:
Physical parameters (one sample from each stations)
• Visual description and smell
• Total Organic Content (TOC)
• Porosity
• Water content
• Particle size
Chemical parameters (three replicates from each stations)
• Total Hydrocarbon Content (THC)
• Napthalenes, Phenanthrene/Aanthracene, Dibenzothiophene and their C1 – C3- alkylated homologues
• Bicyclic aliphatic hydrocarbons
• PAH according to USA-EPA’s list of 16 compounds
• The metals: As, Ba, Cd, Cr, Cu, Pb, Mn, Hg, Ni, Se, Ag, Zn, Sr and Fe
Biological parameters (five replicates from each station)
• Number of species per 0.5 m2
• Number of individuals per species
• Statistical analysis
The results of the analyses will be reported to both the EPA and the DOMNR. They will also be made available to the local fishing organisations.
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 7.6: CETACEAN SPECIES SIGHTED IN THE VICINITY OF BROADHAVEN BAY
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP7.6 - 1
Cetacean sightings from Broadhaven Bay and adjacent waters (20 within nautical miles), extracted from the Irish Whale and Dolphin Group (IWDG) database.
Record No.
Location Species Date No (s) Behaviour
1 Erris Head Bottlenose dolphin 050601 5 Unknown 2 Benwee head Bottlenose dolphin 030601 10 Unknown 3 Kilcummin Head Harbour porpoise 270501 2 Unknown 4 Annagh Head Minke whale 270501 1 Travelling 5 Achill Island Harbour porpoise 170501 2 Travelling 6 Achill Island Rissos dolphin 170501 3 Travelling 7 Blacksod Harbour porpoise 240301 2 Travelling 8 Achill Island Bottlenose dolphin 240900 3 Unknown 9 Achill Island Killer whale 020700 2 Unknown 10 Benwee Head Killer whale 030600 1 Unknown 11 Downpatrick Head Pilot whale 100899 7 Travelling 12 Offshore Whale sp 200597 2 Bow riding 13 Offshore Common dolphins 211096 10 Unknown 14 Offshore Common dolphins 210796 4 Unknown 15 Inishkea Island Bottlenose dolphin 191195 7 Feeding 16 Inishkea Island Bottlenose dolphin 181195 7 Feeding 17 Blacksod Harbour porpoise 060995 1 Travelling 18 Blacksod Bottlenose dolphin 080495 2 Travelling 19 Eagle Island Small whale sp. 281093 1 Bow riding 20 Achill Island Dolphin sp. 020993 10 Unknown 21 Achill Island Common dolphin 150693 25 Bow riding 22 Achill Island Bottlenose dolphin 100593 12 Unknown 23 Achill Island Humpback whale 151192 20 Unknown 24 Belderrig Rissos dolphin 100792 14 Feeding 25 Achill Island Bottlenose dolphin 220691 30 Travelling 26 Inishkea Island Humpback whale 220584 1 Breaching
Sightings listed in Gordon et al., 2000 are not included in the above table, but are listed in Section 7
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 8.1: CORRIB FIELD AND PIPELINE ROUTE SEDIMENT PHYSIO-CHEMICAL DATA
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP8.1 - 1
FIELD
Summary of Surface Particle Size Distribution and sediment Parameters
REF 1 5000 N (18/20-2z)
67.61 V. Fine Sand
3.89 38.4 61.6 0 Poor - 0.23 370 -
REF 2 5000 E (18/20-2z)
69.58 V. Fine Sand
3.85 36 64 0 V. Poor - 0.16 365 -
C1 250 N (18/20-3)
62.81 V. Fine Sand
3.99 39.3 60.7 0 Poor 2.2 - 432 -
C2 100 N (18/20-3)
53.11 Coarse Silt 4.23 42.9 57.1 0 Poor 2.3 - 212 -
C3 100 S (18/20-3)
58.23 Coarse Silt 4.1 42 58 0 Poor 2 - 215 -
C4 250 S (18/20-3)
54.87 Coarse Silt 4.19 41.9 58.1 0 Poor 1.7 - 260 -
F1 0 0 (18/20-1)
22.03 Medium Silt 5.5 70.4 29.6 0 V. Poor 4.1 - 253 -
F2 1300 NW (18/20-2z)
73.56 V. Fine Sand
3.76 36.6 63.4 0 Poor - 0.22 383 361
F3 1200 SW (18/20-2z)
63.56 V. Fine Sand
3.98 40.5 59.5 0 Poor - 0.22 401 377
F4 1100 SE (18/20-2z)
62.69 V. Fine Sand
4 39.9 60.1 0 Poor - 0.18 - -
F5 0 0 (18/25-1)
45.76 Coarse Silt 4.45 47.3 52.7 0 V. Poor 3.3 - 177 -
F6 1750 W (18/20-2z)
59.61 Coarse Silt 4.07 41.6 58.4 0 Poor 1.8 - 410 -
F7 1800 NNW (18/20-2z)
48.74 Coarse Silt 4.36 45.9 54.1 0 Poor 2 - 391 -
F8 1000 NE (18/20-2z)
56.63 Coarse Silt 4.14 43.3 56.7 0 Poor 1.6 - 416 -
F9 1800 S (18/20-2z)
67.87 V. Fine Sand
3.88 37.7 62.3 0 Poor 1.9 - 364 -
Z1 1000 N (18/20-2z)
61.15 Coarse Silt 4.03 41.7 58.3 0 Poor - 0.18 372 -
Z2 500 N (18/20-2z)
57.28 Coarse Silt 4.13 42.9 57.1 0 Poor - 0.18 362 337
Z3 250 N (18/20-2z)
42.52 Coarse Silt 4.56 48.2 51.8 0 Poor - 0.25 366 -
Z4 100 N (18/20-2z)
43.03 Coarse Silt 4.54 48.7 51.3 0 Poor - 0.26 295 -
Z5 100 S (18/20-2z)
64.94 V. Fine Sand
3.94 38.6 61.4 0 Poor - 0.16 360 -
Z6 250 S (18/20-2z)
65.39 V. Fine Sand
3.93 38.6 61.4 0 Poor - 0.22 357 -
Z7 500 S (18/20-2z)
54.85 Coarse Silt 4.19 44.2 55.8 0 Poor - 0.24 290 -
Z8 1000 S (18/20-2z)
56.48 Coarse Silt 4.15 42.9 57.1 0 Poor - 0.22 389 -
Z9 250 E (18/20-2z)
73.85 V. Fine Sand
3.76 35.8 64.2 0 Poor - 0.21 452 -
Z10 100 E (18/20-2z)
66.27 V. Fine Sand
3.92 37.2 62.8 0 Poor - 0.19 - -
Z11 100 W (18/20-2z)
62.53 V. Fine Sand
4 40.5 59.5 0 Poor - 0.24 465 -
Z12 250 W (18/20-2z)
52.84 Coarse Silt 4.24 44.8 55.2 0 Poor - 0.25 - -
Stat
ion
No.
Mea
n P
hi
Sed
imen
t D
escr
ipti
on
Mea
n µm
Ran
ge &
Bea
ring
Sort
ing
Des
crip
tion
% C
oars
e (>
2mm
)
% S
and
(63µ
m-2
mm
)
% F
ines
(<6
3µm
)
Red
ox P
oten
tial
(U
h(m
V))
5cm
Red
ox P
oten
tial
(U
h(m
V))
1cm
Fra
ctio
nate
d O
rgan
ic C
arbo
n (%
FO
C)
Los
s on
Ign
itio
n (%
LO
I)
Corrib Offshore EIS Enterprise Energy Ireland
APP8.1 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Summary of Total Organic Extractables and Base-Oil Analysis (µg/g-1 or ppm)
Stat
ion
Num
ber
Off
set (
m)
& B
eari
ng (
from
w
ell)
Hum
p/P
eaks
a-
e
Tot
al o
rgan
ic
extr
act (
TO
E)
(µg/
g dr
y w
)
Bas
e-oi
l A
(Eco
mul
) (µ
g/g
dry
w)
Bas
e-oi
l B
(Est
erkl
een)
(µ
g/g
dry
w)
Bas
e-oi
l C
(Eco
sol)
(µ
g/g
dry
w)
REF1 5000 N (18/20-2z)
nm 13 0.04 nd nd
REF2 5000 E (18/20-2z)
nm 16 nd nd nd
C1 250 N (18/20-3)
nm 590 530 nd nd
C2 100 N (18/20-3)
nm 2300 2200 nd 3.4
C3 100 S (18/20-3)
nm 4000 3800 nd 4.8
C4 250 S (18/20-3)
nm 760 700 nd nd
F1 0 0 (18/20-1)
5.3 120 nd nd 52
F2 1300 NW (18/20-2z)
nm 20 0.18 nd nd
F3 1200 SW (18/20-2z)
nm 17 0.74 nd nd
F4 1100 SE (18/20-2z)
nm 14 0.75 nd nd
F5 0 0 (18/25-1)
nm 800 710 nd 8.7
F6 1750 W (18/20-2z)
nm 15 0.34 nd nd
F7 1800 NNW (18/20-2z)
nm 12 0.39 nd nd
F8 1000 NE (18/20-2z)
nm 13 0.64 nd nd
F9 1800 S (18/20-2z)
nm 32 5.3 nd nd
Z1 1000 N (18/20-2z)
nm 17 1.3 nd nd
Z2 500 N (18/20-2z)
nm 22 1.1 0.01 nd
Z3 250 N (18/20-2z)
nm 22 0.95 0.11 nd
Z4 100 N (18/20-2z)
nm 27 1.4 0.11 nd
Z5 100 S (18/20-2z)
nm 39 0.8 0.12 nd
Z6 250 S (18/20-2z)
nm 17 0.57 0.06 nd
Z7 500 S (18/20-2z)
nm 17 0.28 nd nd
Z8 1000 S (18/20-2z)
nm 15 1.1 nd nd
Z9 250 E (18/20-2z)
nm 11 0.32 0.49 nd
Z10 100 E (18/20-2z)
nm 17 2.3 0.39 nd
Z11 100 W (18/20-2z)
nm 15 0.67 0.11 nd
Z12 250 W (18/20-2z)
nm 15 0.48 nd nd
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP8.1 - 3
Summary of Polycyclic Aromatic Hydrocarbons (EPA 16 µg/g-1)
Station Number Ref 1 Ref 2 C1 C2 C3 C4 F1 F2 F3 F4 F5 F6 F7 F8 F9 Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 Z10 Z11 Z12Offset (m) & Bearing (from well)
5000
N (
18/2
0-2z
)
5000
E (
18/2
0-2z
)
250
N (
18/2
0-3)
100
N (
18/2
0-3)
100
S (1
8/20
-3)
250
N (
18/2
0-3)
0 0
(18/
20-1
)
1300
NW
(18
/20-
2z)
1200
SW
(18
/20-
2z)
1100
SE
(18
/20-
2z)
0 0
(18/
25-1
)
1750
W (
18/2
0-2z
)
1800
NN
W (
18/2
0-2z
)
1000
NE
(18
/20-
2z)
1800
S (
18/2
0-2z
)
1000
N (
18/2
0-2z
)
500
N (
18/2
0-2z
)
250
N (
18/2
0-2z
)
100
N (
18/2
0-2z
)
100
S (1
8/20
-2z)
250
S (1
8/20
-2z)
500
S (1
8/20
-2z)
1000
S (
18/2
0-2z
)
250
E (
18/2
0-2z
)
100
E (
18/2
0-2z
)
100
W (
18/2
0-2z
)
250
W (
18/2
0-2z
)
Naphthalene 6.4 nd 14 21 6.2 4.6 120 nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd 25 220C1-Napthalenes 3.3 1.2 6.3 12 24 7.4 70 0.99 0.29 nd 2.1 0.05 0.82 1 0.49 0.7 0.98 0.91 1.1 0.31 0.83 0.06 nd 1.2 1.2 0.23 nd 50C2- Napthalenes 2.6 0.87 13 25 75 21 66 0.61 0.3 0.11 7.6 0.48 0.73 1.3 0.72 0.73 1.1 1.1 2.1 1 1.1 nd nd 0.21 0.98 0.03 nd 90C3- Napthalenes nd nd 5.2 23 49 14 23 nd nd 0.04 8.7 0.11 nd 0.44 0.03 nd 0.05 0.06 0.86 0.11 nd nd nd nd nd nd nd 110C4- Naphthalenes nd nd 2.9 19 10 8.5 10 nd nd nd 4.6 nd nd nd nd nd nd nd 0.05 nd nd nd nd nd nd nd nd 120Total Naphthalenes 12 2.05 41 100 160 55 290 1.6 0.59 0.16 23 0.64 1.6 2.8 1.2 1.4 2.1 2 4.1 1.4 1.9 0.06 nd 1.4 2.2 0.26 nd 390
Phenanthrene 0.84 0.34 4.5 11 32 8.1 480 1.1 0.21 nd 6.5 nd nd 1.1 0.34 nd 0.26 0.48 2 0.34 0.38 nd nd 0.45 0.54 0.28 0.1 2100 2370C1-Phenanthrenes 0.16 0.45 7.3 24 39 13 110 0.04 0.37 0.38 8.2 0.24 0.05 0.69 0.47 0.25 0.64 0.56 3 1.7 1.2 nd nd 0.81 1.6 nd nd 1100C2- Phenanthrenes nd 0.51 8.7 30 43 15 53 0.06 0.37 0.54 13 0.24 nd 1.7 0.47 0.2 0.69 0.49 2.8 1.8 0.85 nd nd 0.35 1.1 nd nd 1200C3- Phenanthrenes nd nd 6.5 26 32 11 41 nd nd 0.38 12 0.26 nd 1.9 0.17 0.1 0.16 0.19 1.6 1.4 nd nd nd nd 0.08 nd nd 810
Total Phenanthrenes 1 1.3 27 91 150 47 680 1.2 0.95 1.3 39 0.74 0.05 5.4 1.5 0.54 1.8 1.7 9.4 5.2 2.4 nd nd 1.6 3.3 0.28 0.1 5000
Dibenzothiophene nd nd 0.3 0.8 2.3 0.28 18 nd nd 0.03 0.41 0.03 nd 0.06 nd nd nd nd 0.09 0.03 nd nd nd nd nd nd nd 94 110C1-Dibenzothiophenes nd nd 1.6 7.6 12 3.8 11 nd nd nd 2.2 nd nd nd nd nd nd nd 0.14 0.16 nd nd nd nd nd nd nd 130C2-Dibenzothiophenes nd nd 1.9 11 14 4 12 nd nd nd 4.1 nd nd nd nd nd nd nd 0.14 0.16 nd nd nd nd nd nd nd 160C3-Dibenzothiophenes nd nd nd 12 16 4.3 14 nd nd nd 3.9 nd nd nd nd nd nd nd 0.05 0.49 nd nd nd nd nd nd nd 150
Total DBT nd nd 3.9 32 44 12 55 nd nd 0.03 11 0.03 nd 0.06 nd nd nd nd 0.41 0.85 nd nd nd nd nd 0 nd 540
Total NPD 13 3.4 72 220 350 110 1000 2.8 1.5 1.5 73 1.4 1.6 8.2 2.7 2 3.8 3.8 14 7.5 4.3 0.06 nd 3 5.5 0.54 0.1 5900
Acenaphthylene nd nd 0.27 0.65 2.1 0.4 0.73 nd nd nd 0.02 nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd 22 300Acenaphthene 0.74 nd 0.69 0.7 3.3 0.08 220 1 nd nd 1.4 nd nd 0.21 nd nd nd nd nd nd nd nd nd nd nd nd nd 80 90Fluorene 0.67 nd 0.98 2 8.5 0.79 110 nd nd nd 0.68 nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd nd 130 160Anthracene nd nd 0.29 1.9 4.4 1.2 44 nd nd nd 1.1 0.02 nd 0.1 nd 0.01 0.01 0.02 0.09 0.06 nd nd nd nd 0.05 nd nd ~ ~Fluoranthene 0.63 0.91 3.4 7.3 15 4.6 320 1.1 0.93 0.78 6.7 0.71 0.56 0.98 0.85 1 1.1 1.1 1.5 1.2 1.1 0.95 0.54 0.92 1.3 0.65 0.78 3000 3330Pyrene 0.43 0.62 3.2 11 18 5.4 220 0.69 0.62 0.58 7.5 0.57 0.45 0.76 0.63 0.66 0.75 0.85 1.3 1 0.88 0.57 0.52 0.83 1.4 0.56 0.51 3000 2550Benzo(a)anthracene 0.72 1.2 4.2 8.4 18 4.9 190 0.98 1.1 1.1 8 0.89 0.73 1.5 1.1 1.2 1.5 1.6 2.4 1.8 1.4 1.3 0.73 1.5 1.7 0.74 0.13 2900 3220Chrysene* * * 2.9 5.3 * * 110 * * * 5.1 * * * * 0.73 * * * * * * * * * * * * *Benzo(b)fluoranthene 2 3.7 5.8 8.9 16 6.4 110 2.1 3 3.2 8.1 3 2.4 3.7 3.9 4.2 4.4 3.9 5.3 3.9 3.3 3.4 1.7 2.1 1.2 0.68 0.14 3100 3320Benzo(k)fluoranthene # # 0.49 # # # # # # # # # # # # # # # # # # # # # # # # # # #Benzo(a)pyrene 0.26 1.8 1.7 3.4 7.4 1.8 52 0.33 0.52 0.41 3.1 0.44 0.28 0.58 0.42 0.58 0.69 0.53 1 0.62 0.47 0.43 nd 0.25 0.1 0.08 nd 1700 1550Indeno(1,2,3-cd)pyrene 1.3 0.26 3.8 5.6 9.1 4.2 34 1.5 2 2.3 3.7 2 1.9 2.2 2.7 2.8 2.7 2.6 3.2 2.4 2.3 2.3 0.79 1.2 0.38 0.71 0.57 1600Dibenzo(a,h)anthracene 0.13 1.6 0.86 1.3 2.4 1 8.5 nd 0.24 0.26 1 0.29 0.19 0.37 0.41 0.58 0.46 0.41 0.53 0.44 0.15 0.12 nd nd 0.12 nd nd 380 340Benzo(ghi)perylene 0.94 0 3.4 6.1 9.6 3.9 25 1.1 1.4 1.5 4.4 1.5 1.3 1.8 2.1 2.3 2.2 1.8 2.6 1.9 1.8 1.7 0.71 0.9 0.49 0.48 0.38 1300 1230
Total EPA 16 15 11 50 93 150 47 2050 9.9 10 10 57 9.4 7.8 13 12 14 14 13 20 14 12 11 5 8.1 7.3 4.2 2.6 19500 -4-6 Ring PAH/NPD 0.49 3.14 0.4 0.26 0.27 0.28 1.03 2.83 6.39 6.83 0.65 6.68 4.86 1.45 4.46 7.17 3.57 3.39 1.28 1.78 2.62 184 nd 2.51 1.22 7.15 25.6 2.89 -
HS-
4B
Pub
lishe
d
Corrib Offshore EIS Enterprise Energy Ireland
APP8.1 - 4 RSK/H/P/P8069/03/04/Appendices Rev01
nd not detected * The concentration of Chrysene has been included with that of benzo (a) anthracene as the compounds were not fully resolved # The concentration of benzo (k) fluoranthene has been included with that of benzo (b) fluoranthene as the compounds were not fully resolved HS-4B Canadian marine sediment Certified Reference Material Published blished Gardline Data
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP8.1 - 5
Summary of Heavy and Trace Metal Concentrations (µg/g-1)
REF1 5000 N (18/20-2z)
1.7 25 161 <0.01 9.4 2.7 203 7.4 3.4 7.7 12
REF2 5000 E (18/20-2z)
2.1 25 153 <0.01 9 2.9 169 7 3.9 8 10
C1 250 N (18/20-3)
2 570 823 0.01 12 4.9 231 8.1 4.6 9 20
C2 100 N (18/20-3)
2.2 2580 2518 0.03 11 8.5 276 7.9 7.5 9.2 32
C3 100 S (18/20-3)
1.9 3860 3934 0.02 10 6.3 305 7.4 7 8.6 21
C4 250 S (18/20-3)
2.4 220 239 0.02 9.8 3.8 212 6.6 4.4 8.3 16
F1 0 0 (18/20-1) 4.7 2940 7557 0.2 17 12 290 16 23 19 78
F2 1300 NW (18/20-2z)
1.8 64 223 <0.01 9.6 2.7 212 7.2 3.8 8.3 12
F3 1200 SW (18/20-2z)
1.7 48 196 <0.01 9.5 2.6 203 7.2 3.3 8.1 12
F4 1100 SE (18/20-2z)
2.1 107 268 <0.01 9.6 2.7 200 7.2 3.6 8.5 14
F5 0 0 (18/25-1) 3.4 3580 7337 0.02 12 8.1 265 9.5 11 14 29
F6 1750 W (18/20-2z)
1.7 67 239 0.02 7.7 4 201 6.1 3.7 6.1 17
F7 1800 NNW (18/20-2z)
2.3 83 198 0.06 9.8 4.6 218 7.2 4.8 8.2 16
F8 1000 NE (18/20-2z)
2.1 125 222 0.04 9.7 4.3 196 6.3 4.6 7.5 30
F9 1800 S (18/20-2z)
2.3 133 195 <0.01 9.2 4.1 194 6.1 4.1 7.6 14
Z1 1000 N (18/20-2z)
2 83 233 <0.01 9.6 2.8 206 7.5 3.6 8.2 28
Z2 500 N (18/20-2z)
2 448 673 <0.01 9.1 3 195 7.1 3.4 7.9 13
Z3 250 N (18/20-2z)
2.5 4550 8826 0.02 11 6.6 318 8.1 8.8 9.8 25
Z4 100 N (18/20-2z)
2.8 3740 17214 0.02 11 9.1 326 8 21 9.7 35
Z5 100 S (18/20-2z)
2.1 4140 6149 <0.01 9.1 4.8 276 7 7.1 8.1 20
Z6 250 S (18/20-2z)
2.1 1410 1760 <0.01 9.7 3.4 215 7.3 4.2 8.6 14
Z7 500 S (18/20-2z)
2.1 239 439 <0.01 11 2.7 203 7.6 3.5 8.9 12
Z8 1000 S (18/20-2z)
2.3 104 275 <0.01 12 2.9 207 7.5 3.4 8.8 13
Z9 250 E (18/20-2z)
2.1 966 1280 <0.01 9.8 3.3 205 7.5 4 8.1 19
Z10 100 E (18/20-2z)
2.3 2130 2726 <0.01 9.4 4.1 234 7.2 4.7 8.1 14
Z11 100 W (18/20-2z)
1.9 594 841 <0.01 9.8 3.1 211 7.6 3.9 8 12
Z12 250 W (18/20-2z)
2.3 136 293 <0.01 9.8 2.9 212 8.1 3.7 8.2 15
Zn AR
Sr AR
Ni AR
Pb AR
V AR
Ba Fusion
Cd AR
Cr AR
Cu AR
Offset (m) & Bearing
(from well)
Station Number
As AR
Ba AR
Corrib Offshore EIS Enterprise Energy Ireland
APP8.1 - 6 RSK/H/P/P8069/03/04/Appendices Rev01
ROUTE Summary of Surface Particle Size Distribution and sediment Parameters
Stat
ion
No.
Mea
n µm
Sed
imen
t D
escr
ipti
on
Mea
n P
hi
% F
ines
(<6
3µm
)
% S
and
(63µ
m-2
mm
)
% C
oars
e (>
2mm
)
Sort
ing
Des
crip
tion
Los
s on
Ign
itio
n (%
LO
I)
Fra
ctio
nate
O
rgan
ic C
arbo
n (%
FO
C)
Red
ox P
otem
tial
(U
h(m
V))
1cm
38A 118.1 V. Fine Sand
3.08 22.6 67.4 10 V. Poor 1.9 0.2 430
33A 271 Medium Sand
1.88 3.7 95.9 0.4 Moderate - - 390
20 1649.52 V. Coarse Sand
-0.72 2.1 46.1 51.8 Poor 1.4 0.18 442
17 1162.31 V. Coarse Sand
-0.22 0.5 46.1 53.4 Moderate 1.2 - 399
15A 1271.51 V. Coarse Sand
-0.35 0.5 79.4 20.4 Poor 3.6 - 409
10 164.93 Fine Sand 2.6 5.7 94 0.3 Moderate 1.1 0.18 457
8 163.43 Fine Sand 2.61 2.9 97.1 0 Moderate 0.7 0.18 -
JN336 STN 4
211.27 Fine Sand 2.24 3.5 96.5 0 Moderate 1.2 0.17 -
JN336 STN 3
254.93 Medium Sand
1.97 2.4 97.6 0 Moderate 0.8 0.11 -
JN336 STN 2
232.45 Fine Sand 2.11 2.2 97.8 0 Moderate 0.4 0.12 -
JN336 STN 1
241.92 Fine Sand 2.05 1.9 98.1 0 Moderate 0.5 0.12 -
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP8.1 - 7
Summary of Heavy and Trace Metal Concentrations (µg/g-1)
Station Number
As Ba Ba (fusion)
Cd Cr Cu Sr Ni Pb V Zn
38A 3.9 22 112 <0.01 23 5 142 13 5.1 9.4 17
32A 7 7 103 <0.01 8.8 2.5 231 3.9 6.3 15 11
20 21 19 136 0.08 8.9 3.4 413 5.6 7.4 23 17
10 2.8 7 112 <0.01 8.5 2.9 379 4.3 4.1 6.8 15
8 1.5 9 210 <0.01 33 3.1 347 10 3.1 5.7 11JN336 STN 4
1.5 19 281 <0.01 4.3 3.1 861 2.3 2.3 4.4 10
JN336 STN 3
2.5 11 239 <0.01 4 2.9 481 2.2 2.1 4.1 11
JN336 STN 2
1.7 7 192 <0.01 3.9 2.3 272 1.3 2.2 5 7.7
JN336 STN 1
1.6 8 162 <0.01 9 3.9 268 3.2 2.4 4.4 6.5
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 9.1: DISPERSION MODELLING
Enterprise Energy Ireland Ltd Corrib Field Development Project
Dispersion Modelling Study
Broadhaven Bay
Final Report
November 2001
KIRK McCLURE MORTON CONSULTING ENGINEERS ELMWOOD HOUSE 74 BOUCHER ROAD BELFAST BT12 6RZ Telephone +44 28 9066 7914 Facsimile +44 28 9066 8286
5222.00/MB/RW1212f
ENTERPRISE ENERGY IRELAND LTD
CORRIB FIELD DEVELOPMENT PROJECT
DISPERSION MODELLING STUDY – BROADHAVEN BAY
Report Status: Final Report
Date: November 2001
Reference: Kirk McClure Morton, 2001. Corrib Field Development Project,
Dispersion Modelling Study – Broadhaven Bay. A report for
Enterprise Energy Ireland Ltd.
Report number: RW1212f
Contract number: KMM 5222.00
Commissioned by: Enterprise Energy Ireland Ltd., Corrib Project Team, Park House,
Frascati Road, Blackrock, Co. Dublin, Ireland.
Enquiries relating to this report should be directed to:
Kirk McClure Morton, Elmwood House, 74 Boucher Road, Belfast, BT12 6RZ, N Ireland
Telephone: +44 28 9066 7914
Facsimile: +44 28 9066 8286
E-mail: [email protected]
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Contents
5222.00/MB/RW1212f
CONTENTS
Page
Executive Summary i
1.0 INTRODUCTION 1
2.0 HYDRODYNAMIC MODELLING 3
2.1 General 3
2.2 Modelling the Seabed Characteristics 5
2.3 Implementation of the Hydrodynamic Model 5
2.4 The Tidal Flow Regime 11
2.5 Verification of the Hydrodynamic Model 17
3.0 WATER QUALITY MODELLING 45
3.1 General 45
3.2 Dispersion Characteristics of the Receiving Waters 45
3.3 Implementation of the Effluent Dispersal Model: PLUME-RW 50
3.4 Wind Driven Currents 51
3.5 Effluent Inputs from the Bellanaboy Bridge Terminal 55
3.6 Dispersion Model Simulations 59
4.0 CONCLUSIONS OF THE STUDY 121
4.1 General 121
4.2 10m Outfall 122
4.3 20m Outfall 123
4.4 30m Outfall 124
4.5 40m Outfall 125
4.6 Selection of Preferred Outfall Position 126
4.7 Effect of Wind on Effluent Dispersion 127
4.8 Sensitivity of Model Predictions to Discharge Time 128
5.0 REFERENCES 130
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Executive Summary
5222.00/MB/RW1212f i
Executive Summary
Kirk McClure Morton were commissioned by Enterprise Energy Ireland Ltd.
(EEIL) to undertake a study of the dispersion and fate of effluent discharged to
Broadhaven Bay from a proposed onshore gas reception terminal at Bellanaboy
Bridge, Co. Mayo. This document was required to provide supporting information
to accompany an Environmental Impact Statement to be submitted as part of the
application process for a Foreshore Licence and Integrated Pollution Control
Licence.
A two dimensional depth integrated hydrodynamic model of Broadhaven Bay was
developed and verified by comparing model predictions to recorded data and other
information available in the public domain. The correlation achieved between the
model predictions and field observations of tidal currents and heights is considered
sufficient to give confidence that the model is predicting the correct tidal exchange
between the various inlets and outer Broadhaven Bay. Within the main body of
Broadhaven Bay a slack tidal regime is predicted which is also commensurate with
available records and observations.
A series of dispersion models have been developed and simulations of typical wet
and dry weather effluent discharges undertaken for a range of possible outfall
positions within Broadhaven Bay. Information on the projected flow rates and
concentrations of various constituents in the final effluent have been obtained from
the Water Treatment Strategy for the terminal prepared by EEIL. Due to the high
level of effluent treatment proposed (equal to or better than the EQS before
discharge) the investigation has concentrated on those elements within the effluent
stream for which existing background levels are available. The results of the model
simulations have therefore been presented in terms of the percentage increase in the
concentration of each constituent above the existing background level.
The dispersion model simulations generally indicate that the impact of the discharge
during dry weather conditions is more significant than during wet weather.
However, in all cases the actual impact is predicted to be relatively low with a
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Executive Summary
5222.00/MB/RW1212f ii
maximum increase of less that 7% for all scenarios investigated. Only the shortest
outfall option investigated, extending to the 10m contour, is predicted to result in
effluent entering any of the inlets on the eastern side of Broadhaven Bay in
sufficient quantities to cause a measurable increase in the concentration of metallic
elements. None of the outfall positions included in the investigation are predicted to
have an impact on water quality within inner Broadhaven Bay i.e. the area south of
a line between Gubacashel Point and Brandy Point.
The results of the modelling indicate that by moving the point of discharge into
progressively deeper water the maximum concentration of each constituent of the
effluent is reduced. However, the incremental benefit achieved is reduced with
increasing total water depth to the point that there is no significant reduction as a
result of moving from a water depth of 30m to 40m. Thus it was concluded that
extending the outfall into deeper water within the Bay would not yield any
significant benefit in terms of water quality. Similarly even if the point of discharge
was moved out of the Bay into the offshore waters it is extremely unlikely that the
magnitude of the associated impact would be significantly reduced. Hence the
provision of an outfall extending to the 40m contour in Broadhaven Bay was
identified as the preferred option for the future disposal of effluent.
The influence of secondary effects such as wind induced currents was also included
in the analysis for the preferred outfall position along with an assessment of the
effect of varying the duration of the intermittent dry weather discharge. The results
of these simulations indicate that typical wind derived currents will not cause
effluent to be advected into any of the inlets leading off Broadhaven Bay. The
inclusion of wind effects in the dispersion simulations is actually predicted to result
in slightly lower maximum concentrations due to the increased dispersion during
periods of low tidal flow. The simulations of discharging the dry weather loading
over a longer period indicate that this will reduce the magnitude of any resulting
impact to even less than the low level predicted for the 2 hour discharge. Hence
during the final design of the outfall and associated works consideration should be
given to providing a capability to discharge the produced water during periods of
dry weather at a lower rate that that required for the wet weather discharge.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Executive Summary
5222.00/MB/RW1212f iii
Thus it can be concluded that provided the effluent is treated to at least the EQS
level before discharge, the use of an outfall extending to the 40m contour in
Broadhaven Bay will not have a significant adverse impact on water quality in the
Bay. Existing background concentrations are predicted to be increased by no more
than 2% for a single constituent and generally less than 0.5% for the remainder of
the constituents of the final effluent with this option.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Introduction
5222.00/MB/RW1212f 1
1.0 INTRODUCTION
Enterprise Energy Ireland Ltd. is currently engaged in series of studies with
the ultimate aim of developing the Corrib natural gas field, which lies off the
western seaboard of County Mayo, Ireland. Due to the exposed location of
the Corrib gas field, on-site pre-processing of the raw gas is not considered
to be feasible. Consequently, all processing to meet sales gas specifications
will be carried out at a new onshore reception terminal to be built at
Bellanaboy Bridge in County Mayo.
Within the proposed reception terminal any liquids contained within the gas
stream will be extracted, produced water separated out, and passed through a
comprehensive treatment process. The aim of the proposed treatment
process is to reduce concentrations of metallic elements in the effluent to or
below the EQS level prior to discharge. Before discharge, the treated
produced water will be combined with treated rainwater and any firewater
runoff. This second wastewater stream will also have been treated to EQS
levels in a separate treatment process. The preferred method for the disposal
of the resulting treated effluent is by direct discharge to the receiving waters
of Broadhaven Bay.
The onshore development is presently the subject of a planning application
and Foreshore Licence application for which a study of the dispersion of
metallic elements contained in the effluent discharge is required to determine
the likely environmental impact on Broadhaven Bay. Kirk McClure Morton
was therefore commissioned by Enterprise Energy Ireland Ltd to study
dispersion within Broadhaven Bay using computational modelling
techniques and prepare a report as supporting information for the
aforementioned applications.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Introduction
5222.00/MB/RW1212f 2
The principal objectives of Kirk McClure Morton’s study can be
summarised as follows:
- to develop a hydrodynamic model of Broadhaven Bay to provide
simulated spring and neap tidal flow conditions for input to the
dispersion models;
- to establish a series of dispersion models to simulate the advection,
dispersion and fate of a range of constituents in the effluent discharged
from possible outfall positions within Broadhaven Bay;
- to establish the area of Broadhaven Bay impacted by effluent
concentrations in excess of the existing background levels within
Broadhaven Bay;
The modelling study has now been completed and a discharge position,
which will minimise the potential impact on Broadhaven Bay, identified as
discussed in later sections of this document.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 3
2.0 HYDRODYNAMIC MODELLING
2.1 General
The site of the proposed Bellanaboy Bridge reception terminal is located south of
the inlets of Ross Port and Sruwaddacon Bay on the eastern side of Broadhaven Bay
as shown in Figure 1. Gas from the Corrib field will be conveyed to the proposed
terminal by a submarine pipeline with a landfall in the south east corner of
Broadhaven Bay close to Dooncarton Point. From here the transmission pipeline
will cross the narrow entrance to Sruwaddacon Bay, in the vicinity of Ross Port, and
continue to the proposed terminal site on land. An outfall pipeline will be laid in
parallel with the transmission pipeline, to convey the treated effluent from the
terminal to a discharge point within Broadhaven Bay.
During the development of their proposals for the terminal Enterprise Energy
Ireland Ltd have commissioned various surveys to gather data on the hydrodynamic
characteristics of the tidal flow regime in Broadhaven Bay. The results of these
studies show no evidence of density stratification within the water column in the
main body of Broadhaven Bay thus indicating that tidal flow conditions within the
Bay are generally representative of fully depth integrated tidal flows. Thus, a two-
dimensional depth integrated hydrodynamic model was considered sufficient to
determine the tidal flow regime for use in the dispersion modelling study.
The TELEMAC-2D, computer model developed by LNH in Paris and distributed in
the UK and Ireland by H.R. Wallingford Ltd. was therefore utilised in this study.
This model solves the two-dimensional depth-integrated shallow water equations,
which represent the flow in rivers, estuaries and seas using a finite element
technique. This permits the use of very flexible unstructured triangular grids to
represent the model domain thus enabling the model resolution can be varied at
random over the model area.
This hydrodynamic model can simulate depth integrated tidal flows in estuaries and
open sea areas and is also capable of conserving mass at both flooding and drying
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 4
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 5
elements i.e. inter-tidal areas. This feature is particularly important in representing
the flows within inner Broadhaven Bay and the two inlets close to the proposed
terminal site where there are extensive drying areas.
2.2 Modelling the Seabed Characteristics
A digital ground model of the whole of Broadhaven Bay and an area of the western
seaboard outside the bay was developed. A mesh system incorporating various areas
of different element spacing, ranging from 500m to 25m was generated to form the
basis of the hydrodynamic model. The finer element spacing was employed within
the narrow channels around Ross Port while the main area of the bay where the
outfall is likely to be located was modelled using a resolution of 100m.
Bathymetric data for input to the hydrodynamic model was obtained from the
Admiralty Chart of Broadhaven Bay, surveys of both Ross Port and Sruwaddacon
Bay and previous surveys of Broadhaven Bay commissioned by Enterprise Energy
Ireland Ltd., References 1 to 3. All depths were converted to the same datum,
chosen as LAT (Lowest Astronomical Tide), before being entered into the computer
bed model. Geographical referencing within the model was relative to Irish National
Grid and all survey data was converted to this datum before input.
A contour map of the representation of the seabed of Broadhaven Bay in the
hydrodynamic model as generated by the digital ground modelling process is shown
in Figure 2. Contours have been drawn relative to LAT at intervals up to a depth of
70m. The model representation of the bathymetry of Ross Port and Sruwaddacon
Bay is illustrated in more detail in Figure 3, while Figure 4 show the model
representation of inner Broadhaven Bay.
2.3 Implementation of the Hydrodynamic Model
The tidal computations were performed on powerful Unix based SUN SPARC
Workstations with the flow results, i.e. water levels, velocities and discharges
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 6
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 7
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 8
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 9
between each model element, stored in the computer at 10 minute intervals
throughout the tidal cycle for subsequent processing.
In Telemac-2D the two-dimensional depth-integrated flow equations are solved on
an unstructured finite element grid using an explicit technique. The various
variables (bed elevation, water depth, free surface elevation, u and v velocity
components) are defined at the nodes (vertices of the triangles) and linear variation
within the triangles is assumed.
In running a model simulation, the timestep for the model computations is defined
and the computation is advanced for a specified number of timesteps. Whilst there is
no particular limit on the timestep for a stable solution it is best to ensure that the
Courant number based on the propagation speed in less than 10. To maintain
accuracy and achieve a stable model solution the timestep for the Broadhaven
model was limited to 10 seconds. To prove stability, the complete model was run
for three tidal cycles. Tidal heights and velocities predicted for the second and third
tides were compared and found to be identical showing that the model had reached
a stable solution.
In Telemac-2D the model computation at each timestep is divided into two stages,
an advective step and a propagation-diffusion step. The advective step is computed
using characteristics or the streamwise upwind Petrov-Galerkin method which
makes it possible for the model to handle such problems as flow over a bump and
vortex shedding behind obstructions.
The finite element method used to solve the shallow water equations is based on a
Galerkin variational formulation. The resulting equations for the nodal values at
each timestep are solved using an iterative method based on pre-conditioned
conjugate gradient (pcg) methods so that large problems are solved efficiently.
Several pcg solvers are coded and a selection is available to the user. The complete
matrix is not assembled, rather an element by element method is used so that most
of the operations are carried out on the element matrices which is computationally
more efficient in terms of both speed and memory requirements. The software uses
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 10
exact analytical formulae for the computation of matrices thus making it possible to
carry out a second iteration of the solution at each timestep in order to represent the
non-linear terms in a time centred way.
At a solid boundary the model assumes zero normal flow and allows the user the
option of applying slip or non-slip conditions. At open boundaries, a selection of
possibilities can be invoked depending on whether the flow is subcritical or
supercritical, or if a wave-absorbing boundary using the Riemann invariant is
needed. A discharge or elevation along a boundary can also be applied and the
software automatically distributes the flow/level between the various model
elements.
For the Broadhaven Bay model, boundary conditions were defined by specifying
tidal elevations along offshore boundaries to the east and west of the entrance to the
Bay i.e. east of Kid Island and west of Erris Head. These were deliberately kept
remote from the principal area of interest to reduce any potential impact on the
model predictions associated with boundary effects. This also allowed the complex
flow fields around Erris Head and Kid Island that gives rise to the formation of
overfalls to be resolved internally within the model.
In TELEMAC-2D the effect of seabed roughness, f, can be calculated using a
number of standard equations. For tidal waters the most appropriate is generally
Nikuradse’s or the rough channel law:
Where:
ks = roughness length (m)
d = water depth (m)
C = an empirical constant, usually 0.03125
The roughness length is related to the size of the protuberances on the bed, either
directly in the form of particle sizes or indirectly in the form of ripple lengths.
])(14.8d/kC[=f -2s10log (1)
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 11
Typical values vary from around 0.2 m for fairly stony, rough coastlines, to 0.01 m
or less for a muddy, smooth seabed. The friction term affects mainly the amplitude
of the tides and currents with a lesser effect on their spatial or temporal distribution.
In the case of the Broadhaven Bay model, a global roughness length of 0.01m has
been adopted.
The spatial distribution of the tidal currents is influenced by both the bathymetry
and the forces generated as a fluid element moves through the surrounding fluid.
This internal stress is proportional to the velocity gradient and the degree of
turbulence and can be represented in TELEMAC by a range of turbulence models.
In the case of the Broadhaven Bay model, a uniform diffusivity of 10.0m2/s was
employed as this representation is generally considered the most representative of
turbulence conditions within coastal and estuarine waters.
2.4 The Tidal Flow Regime
The predicted spring tidal flow pattern as depicted by the hydrodynamic model at
high water, mid-ebb, low water and mid-flood i.e. 0, 3, 6 and 9 hours after high
water at Broadhaven is illustrated in Figures 5 to 8. In all these figures the length
and direction of the vectors plotted is proportional to the current speed and direction
at each model node. A complete tidal atlas showing the predicted tidal flow regime
for Broadhaven Bay at hourly intervals is included as Appendix A.
The result of the hydrodynamic model indicate that in the offshore area i.e. beyond
Erris Head and Kid Island the flood tidal stream tends to set to the north east while
the ebb runs in a generally south westerly direction. The south west going flow is
predicted to begin at approximately 2 hours after high water Broadhaven and runs
for circa 6½ hours. Similarly, the flood commences at approximately 9 hours after
local high water and runs for around 6 hours. Peak speeds during both the flood and
ebb tides are similar at approximately 1 knot.
Within outer Broadhaven Bay i.e. the open water area bounded to the north by a line
between Erris Head and Kid Island but excluding the various inlets, the tidal flow
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 12
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 13
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 14
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 15
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 16
regime is significantly weaker than offshore. The model predictions indicate a
noticeable reduction in the magnitude of the tidal currents as you move southwards
through this area. The relatively high tidal flows past Erris Head and Kid Island give
rise to the formation of eddies or gyres during both the flood and ebb tide. This is in
line with the indication on the Admiralty Chart of the occurrence of tidal overfalls in
these areas. Further into the outer Bay, the model predicts tidal currents to be very
slack particularly in the area around the entrance to Ross Port and Sruwaddacon
Bay where tidal exchange appears to be very limited. Examination of the predicted
flood and ebb tidal flow patterns within the outer Bay, Figures 6 and 8, indicates
that the main tidal stream flows to and from inner Broadhaven Bay along the Erris
Head side of the Bay. During the ebb, there is some flow along the eastern shoreline
towards Kid Island however this is weak during spring tides and almost non-existent
during neaps.
The model predicts the onset of the ebb tidal flow from inner Broadhaven Bay i.e.
the area south of a line between Gubacashel Point and Brandy Point to commence
around the time of high water at Broadhaven while the ebb from Ross Port begins
approximately one hour later. Similarly, the flood tidal streams commence at 6 and
7 hours after local high water with the stream into inner Broadhaven Bay again
occurring in advance of the flow into Ross Port.
Within the narrow entrances to inner Broadhaven Bay and Ross Port significant
tidal currents are predicted to occur reaching speeds of well in excess of 1 knot.
These tidal streams are particularly significant off Ross Port Quay where tidal
streams of circa 4 knots are predicted to occur.
The predicted tidal current speeds are broadly in line with the observations stated in
the Irish Coast Pilot, Reference 4. This document states that off Broadhaven Bay the
NE going tidal stream begins at 3 hours after HW Galway and runs for
approximately 6 hours attaining a peak speed of approximately 1 knot. Similarly,
this reference reports the flood tidal streams into the bays as commencing at 5 hours
before HW Galway and the ebb at one hour after HW Galway. Thus since local
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 17
high water occurs approximately 1 hour after high water at Galway the timing of
the tidal streams appears to be well represented in the model.
2.5 Verification of the Hydrodynamic Model
The successful application of computational models for predicting effluent
dispersion in receiving waters is dependent upon both the hydrodynamic and water
quality models employed being verified against fieldwork results.
The hydrodynamic model of Broadhaven Bay was verified by reference to the
results of a number of current meter and tide gauge deployments undertaken by
others as part of this and previous studies. The model predictions of tidal currents
and heights were compared to field observations and the various model parameters
adjusted until the correlation was optimised.
Predicted and recorded tidal heights for Ballyglass and Rossport were compared to
prove that the model was predicting the correct tidal range for both spring and neap
tides as shown in Figures 9 to 12. Generally the agreement between the model and
field observations is very good with any slight discrepancies easily accounted for in
terms of the normal variability of tides. In other words, the model predictions are
representative of an exact repeating tide whereas in the field no two tidal cycles are
exactly identical – however over many cycles, the model predictions will be
representative of actual conditions.
The approximate locations of the various current metering sites from which data
was available are illustrated in Figure 13. The most relevant tidal current data
available consists of a series of observations of speed and direction recorded at three
depths within the water column over both spring and neap tidal cycles. These results
are presented graphically in Figures 14 to 21, which clearly show that there is
considerable variation between the magnitude of the tidal flows occurring in the
outer Bay and the entrance to Ross Port.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 18
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 19
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 20
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 21
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 22
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 23
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 24
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 25
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 26
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 27
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 28
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 29
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 30
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 31
The recorded tidal data for stations A and B shows a clear cyclic variation in current speed and
direction during both spring and neap tides as expected for tidal waters. The results
for the two outer sites C and D do not exhibit such a cyclic variation, in fact these
result appear to indicate a relatively constant but low current speed over the entire
tidal cycle. This could be due to the to the occurrence of some form of flow
circulation within the Bay, however, it is much more likely that this phenomenon
results from the inherent difficulty in obtaining reliable current data in areas of slack
tidal flows. These difficulties arise as a result of the influences of external forces
such as vessel movement and wind and wave currents that are of a similar order of
magnitude to the weak tidal stream. The simple observation that at stations C and D
the recorded tidal current speeds during neap tides, which were recorded on a
windier day, are higher than those measured during spring tides gives significant
credence to this explanation. Similarly, the rapid and apparently random oscillations
in recorded current directions at these sites are also symptomatic of the difficulties
faced in recording slack tidal streams.
Direct comparison between the field observations and model predictions for spring
tidal conditions at stations A, B and C is presented in Figures 22 to 24. The results
for station D were not included in this analysis as the fluctuations in recorded
directions and speed were such that this data was not considered sufficiently
reliable. In comparing these results, it is important to remember that the model
predictions show depth averaged current speeds while the field observations relate
to specific depths within the water column. In addition, as noted previously the slack
tidal currents in parts of Broadhaven Bay are likely to result in some of the field
observations being highly sensitive to external factors, such as wind. This influence
is not represented in the hydrodynamic model simulations but is included at the
dispersion modelling stage as discussed in section 3.4.
The comparison for station A, presented in Figure 22, shows that the hydrodynamic
model is predicting the correct shape and duration for the flood and ebb tidal
streams entering Sruwaddacon Bay. The direction of the flow is well represented by
the model while the magnitudes of the tidal currents appear to be slightly under
estimated. However, given that this station was located in an area of rapidly varying
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 32
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 33
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 34
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 35
tidal flow the correlation displayed is considered sufficient to illustrate that the
model predictions are representative of tidal flow conditions in this area, particularly
when compared with the fieldwork results for the lower levels in the water column.
A similar comparison for station B is presented in Figure 23, and again the shape
and duration of the flood and ebb tidal streams appear well represented. Similarly,
the direction of the tidal flow shows good correlation whilst the predicted speeds
appear slightly low. Much of this discrepancy is probably due to experimental error,
particularly in the early part of Figure 23 where very large and rapid fluctuations in
recorded current speeds are reported. The correlation with the speeds recorded near
the bottom of the water column and therefore least influenced by external forces, is
reasonably good thus indicating that the model predictions are acceptably accurate.
At station C, Figure 24, it is not possible to make any meaningful comparison of the
duration of the predicted and recorded flood and ebb tidal cycles since the measured
results do not exhibit any cyclic variation. However, the magnitude of the predicted
tidal current speed is broadly similar to that recorded in the lower water column
while the predicted directions lie within the spread of recorded directions. Thus
although the correlation appears poor, this is probably influenced by the inherent
difficulty in obtaining accurate records of weak tidal streams as previously
discussed.
Similar comparisons of the predicted and observed tidal currents during neap tides
are presented in Figures 25 to 27. Again, the results for station D were omitted, as
the variation in the field observations was considered too great for these to be used
with any confidence.
At station A, Figure 25, the correlation achieved is sufficient to show that the
hydrodynamic model is giving a reasonable representation of the neap tidal flow
regime within the entrance to Sruwaddacon Bay. Again the correlation in terms of
direction is very good while the predicted speeds appear to correlate best with the
measurements for the lower water column.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 36
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 37
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 38
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 39
Similarly Figure 26 shows that the model appears to be predicting the neap tidal
flow regime at station B with reasonable accuracy. Once again, the correlation in
terms of speed and direction is quite good particularly when compared with the
results for the lower part of the water column.
At station C, Figure 27, the correlation between the model predictions and the field
observations appears very poor in terms of current speed. However as noted
previously the recorded current speeds at this site during neap tides appear
anomalous in that they are significantly higher than those recorded during springs.
The correlation in terms of predicted directions however appears reasonable when
compared with the recorded data for the bottom current meter. The directions
recorded by the mid-depth and surface meters however appear to indicate a virtually
continuous flow in a west to north-west direction which cannot easily be explained
in terms of tidal exchange.
Model predictions of the tidal stream in the entrance to inner Broadhaven Bay were
also compared to data from the Admiralty tidal diamond on Chart 2703. This
comparison indicated that the spring and neap tidal currents in this area were being
accurately predicted as illustrated in Table 1 below and Figures 28 and 29.
Table 1 Comparison of Tidal Predictions with Tidal Diamond Spring Tide Neap Tide
Direction Speed Direction Speed
Time
Diamond Model Diamond Model Diamond Model Diamond Model
HW-6 0 8 0.15 0.40 0 7 0.05 0.13
HW-5 170 335 0.05 0.02 170 199 0.05 0.02
HW-4 178 195 0.36 0.44 178 192 0.15 0.14
HW-3 188 195 0.62 0.66 188 193 0.26 0.24
HW-2 191 195 0.67 0.76 191 194 0.26 0.27
HW-1 191 195 0.52 0.61 191 193 0.21 0.23
HW 191 195 0.26 0.35 191 193 0.10 0.13
HW+1 350 313 0.05 0.01 350 198 0.00 0.00
HW+2 8 8 0.41 0.30 8 8 0.15 0.13
HW+3 8 8 0.67 0.58 8 8 0.26 0.23
HW+4 11 8 0.67 0.72 11 8 0.26 0.28
HW+5 2 9 0.52 0.70 2 8 0.21 0.26
HW+6 0 8 0.26 0.50 0 7 0.10 0.17
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 40
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 41
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 42
Additional current metering data relating to the preferred outfall position identified
as a result of the dispersion modelling (40 metre contour) was obtained as part of the
dye tracing experiments. In this case tidal current speed and direction were recorded
near the surface and at 5 and 10 metres below the surface at intervals of
approximately 30 minutes over separate spring and neap tidal cycles. Thus the
information obtained can be considered to be representative of the behaviour of the
top quarter of the water column at the point of discharge. The results of the field
measurements and the correlation obtained with the model predictions are presented
in Figures 30 and 31 for spring and neap tides respectively.
The directions recorded during the field observations show considerable apparently
random variation whilst the recorded speed is relatively slack and does not display
the normal twin peaks expected in tidal waters. The actual current speeds recorded
during the field observations also display a random variation and do not differ
significantly between spring and neap tides. This is commensurate with the other
records of tidal currents in outer Broadhaven Bay, i.e. Station C, and appears to
confirm the occurrence of a slack tidal stream. The weak tidal stream makes
obtaining accurate records of the tidal currents extremely difficult due to the
influence of external effects such as wind, vessel movement etc. which go someway
to accounting for the random variations in speed and direction observed.
Overall, comparison of the model predictions with field observations gives
confidence that the model is predicting the correct tidal exchange between the
various inlets and outer Broadhaven Bay. Within the main body of the Bay the
model is predicting a slack tidal flow regime which is commensurate with the
observations recorded during this and previous studies. Within this area the
predicted current speeds are of the correct order of magnitude while directions show
reasonable correlation with the available tidal/current data. Hence the model
predictions are considered to be representative of tidal movements within the Bay.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 43
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Hydrodynamic Modelling
5222.00/MB/RW1212f 44
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 45
3.0 WATER QUALITY MODELLING
3.1 General
Computational models for the assessments of effluent dispersion in the marine
environment comprise a suite of post processing packages associated with the
hydrodynamic model. These models are designed to examine the consequences of
both existing and proposed discharges to the water environment.
For this study the effluent dispersal model, PLUME-RW, was utilised to model the
release of treated effluent from the proposed gas reception terminal at Bellanaboy
Bridge into the receiving waters of Broadhaven Bay. Two possible discharge
scenarios corresponding to the estimated discharges during dry and wet weather
were considered in this study.
The dispersion model, PLUME-RW, simulates the movement of effluent plumes
discharged, for example, from sea outfalls or storm water overflows, using a
random walk representation of turbulent diffusion. Effluent discharges are
represented by the release of discrete particles, which move in three dimensions
under the influence of mean tidal currents based on TELEMAC-2D simulations and
under the influence of wind. Turbulent motions not resolved by the TELEMAC-2D
mesh are parameterised as random particle movements in the horizontal and
vertical planes. Resulting effluent concentrations are computed on a square grid of
arbitrary size as defined by the user.
3.2 Dispersion Characteristics of the Receiving Waters
The dispersion characteristics most appropriate to the receiving waters of
Broadhaven Bay were initially estimated by reference to the results of numerous
dye release experiments conducted by Kirk McClure Morton in coastal waters
around the Irish coastline. A series of dye releases from the preferred discharge
point identified in this study were subsequently undertaken to provide confirmation
of the accuracy of the estimated dispersion characteristics (Reference 5). During
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 46
these experiments, dye was released into the surface waters of Broadhaven Bay at
intervals of approximately two hours over separate spring and neap tidal cycles.
The movement and spread of the dye was subsequently recorded by taking a series
of transects through the dye patch recording florescence using an Aquatracker. The
recorded dispersion of the dye patches was sufficient to reduce concentrations to
virtually non-detectable levels within approximately 3 hours of release.
The dispersal of the dye patches as measured in the field was used to calculate the
effective diffusivity coefficients applicable to the Broadhaven Bay area using the
following methodology.
The patch outlines shown by contour plots of fluorescence concentrations were
corrected for the effects of tidal advection and the width and length of each patch
tabulated as a function of diffusion time. The length scales were subsequently
converted to standard deviations by assuming that:
Patch size = 4 x (standard deviation of concentration distribution, σ)
For a Fickian diffusion model
σ2 = 2 Kt (2)
or
Log (σ) = 0.5 log (t) + 0.5 log (2K) (3)
where K is the diffusivity (m2/s)
t is time (s)
Thus by plotting the standard deviations in the along-patch and across-patch
directions against diffusion time on log/log axes and drawing a line with a slope of
0.5 through the data points the intercept and hence the diffusivity can be estimated.
For the receiving waters of Broadhaven Bay the coefficients of diffusivity in the
longitudinal and transverse directions were found to be 0.1 m2/s and 0.3 m2/s with
an average of 0.21 m2/s. This is virtually identical to the estimated value of
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 47
0.2 m2/s used in the dispersion model simulations and is also commensurate with
diffusivity coefficients used in numerous previous studies of effluent discharges in
various areas around the Irish coastline.
The effluent from the proposed onshore gas reception terminal at Bellanaboy
Bridge is predicted to be less dense than the seawater and therefore will initially rise
towards the surface following discharge from the submerged outfall. Any resulting
effluent plume will therefore disperse at the surface until vertical mixing and wave
stirring entrain the effluent into the water column. Hence, the use of dispersion
characteristics derived from surface dye release experiments is considered
appropriate for simulation of the fate of the effluent.
The accuracy of the dispersion model predictions was further verified by simulating
the recorded dispersion of a random selection of the dye releases as shown in
Figures 32 to 35. When considering the correlation obtained between the model
predictions and field observations it should be borne in mind that, the dye patches
are recorded over a period of time whereas the model predictions show a snapshot
in time. Consequently, the field results may tend to exhibit a stretched appearance
when compared with the model predictions due to the inclusion of the time element.
Also the predictions of the dispersion models are stored at the same interval as the
hydrodynamic model results hence it is not always possible to exactly match the
median time of the recorded dye patch.
The results of the dispersion model predictions presented in Figures 32 to 35 show
that the model is capable of accurately predicting the mean advection of the dye
patches during both spring and neap tides. This confirms the applicability of the
diffusion coefficients etc. used in the dispersion model simulations.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 48
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 49
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 50
3.3 Implementation of the Effluent Dispersal Model: PLUME-RW
As with the hydrodynamic modelling the effluent dispersal computations were
performed on SUN SPARC workstations using the flow results, i.e. water levels,
velocities and discharges from the hydrodynamic model.
The dispersion of effluent plumes in marine waters is dependent on the tidal flow
regime of the coastal region, wind driven currents and small scale turbulent eddies.
In the random walk pollution transport model, PLUME-RW, the discharge of
effluent is represented as a regular discharge of discrete particles. During the
model run the amount of each constituent represented by a particle, the particle
"mass", can be either constant for a conservative substance, or can decrease at a
specified decay rate, eg.
m(t) = mo exp (-kt) (4)
where m(t) is particle "mass" at time t
mo is the initial particle "mass" at the outfall
k is a decay constant (s-1)
The rate of decay can either be specified directly as a first order decay rate or in
terms of a T90 value in which case k can be related to the specified T90 value (hours)
through the following equation.
k = 6.4 x 10-4/T90 (5)
In order to simulate the effect of turbulent eddies and other second order effects on
the movement of effluent plumes in coastal waters, particles in PLUME-RW are
subjected to random displacements in addition to the ordered movements which
represent advection by mean tidal currents. The motion of simulated plumes is,
therefore, a random walk, being the resultant of ordered and random movements.
Provided the lengths of the turbulent displacements are correctly chosen the random
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 51
step procedure is analogous to the use of turbulent diffusivities as calculated from
dye dispersion experiments.
3.4 Wind Driven Currents
Plumes in coastal waters move in response to wind driven currents in addition to
advection by mean tidal currents. This effect is particularly important in areas with
weak tidal streams and is represented in PLUME-RW by computing a surface wind
driven current velocity from a specified wind speed or time-history of wind data.
In PLUME-RW it is assumed that the surface wind driven current is parallel to the
wind vector with a speed given by:
S = αw (6)
where
S = surface wind driven current speed (m/s)
α = an empirical constant
w = wind speed at 10 m above the sea surface (m/s)
A value of approximately 0.03 is normally adopted for α, based on the results of
many observations of surface drift currents (see Reference 6). Having computed S,
the wind-driven current speed at any depth (z) in the water column can be
computed from:
Uw(z) = S(3(1-z/d)2 - 4((1-z/d)+1)) (7)
where
Uw = wind-driven current velocity (m/s)
d = water depth (m)
Equation (7) is derived in Reference 7 and gives rise to the parabolic wind-driven
velocity profile shown in Figure 36. Velocities are downwind in the upper third of
the water column and decrease from S at the surface to zero at one-third of the total
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 52
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 53
depth below the surface. Upwind velocities have a maximum at two-thirds of the
total depth below the surface and decrease to zero at the seabed.
The effect of wind on the movement of effluent plumes is simulated in PLUME-
RW by adding the wind driven current component to the main tidal current vector.
Where the wind is directed onshore in a shoreline cell, particles move shoreward
near the sea surface and offshore near the seabed due to the wind driven current. In
PLUME-RW as particles near the sea surface approach the land boundary, the
model relocates them near the seabed. Thus, the effects of an overturning wind
driven current on plume movement are simulated and unrealistic accumulations of
particles in cells adjacent to land boundaries are reduced. In shoreline cells where
the wind is offshore, overturning currents are also simulated, with particles moving
onshore near the seabed, upwelling near the land boundary and moving offshore
near the sea surface.
A probabilistic analysis of wind data recorded at the meteorological station at
Bellmullet was undertaken to provide an estimate of the wind speeds, and hence
wind-derived currents, which are likely to occur on a seasonal basis.
Data in the form of mean hourly wind speeds and the number of occurrences for a
series of directions over the 30 year period, January 1966 to December 1995,
formed the basis for the study. The wind data are presented in the form of annual
and seasonal wind roses in Figure 37. In the preparation of the wind roses, the raw
data was reduced into 30o sectors and classified into three speed groups. The length
of each sector represents the percentage frequency of winds blowing in that
direction.
It can be seen from the annual wind rose that the prevailing wind direction is from
the south-westerly sector. The wind strength is less than Beaufort Force 4 (5.5 m/s)
for 38% of the time in an average year, irrespective of direction. Similarly winds of
Beaufort Force 4-6 blow for 42% of the time from the south and west sectors and
16% of the time from the north and east sectors.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 54
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 55
The seasonal wind roses illustrate that there is some variation in the wind field
expected at different times of the year. In the summer, for example, winds are
expected to be less than Beaufort Force 4 for 43% of the time, with southerly and
westerly winds of Beaufort Force 4-6 expected for around 37% of the time. In
comparison, a stronger wind field is expected in winter with winds less than
Beaufort Force 4 for around 33% of the time, and southerly to westerly, Force 4-6,
winds prevailing for approximately 44% of the time.
3.5 Effluent Inputs from the Bellanaboy Bridge Terminal
Information on projected effluent flow rates over the operational life of the Corrib
gas field and Bellanaboy Bridge reception terminal was obtained from Reference 8.
This information indicates that the effluent input from the Bellanaboy Bridge
Terminal will vary significantly over the life of the Corrib Gas field as illustrated in
Figure 38 and Table 2.
Table 2 Variation in Produced Water Output over the Life of the Terminal Year Condensed
Water
m3/h
Formation
Water
m3/h
Total Produced
Water
m3/h
Year Condensed
Water
m3/h
Formation
Water
m3/h
Total Produced
Water
m3/h
2003 3.2 0.0 3.2 2014 0.7 0.1 0.8
2004 3.3 0.0 3.3 2015 0.7 0.1 0.8
2005 3.2 0.0 3.2 2016 0.6 0.2 0.8
2006 2.6 0.0 2.6 2017 0.6 0.2 0.8
2007 2.1 0.0 2.1 2018 0.5 0.0 0.5
2008 1.7 0.0 1.7 2019 0.4 0.0 0.4
2009 1.4 0.0 1.4 2020 0.4 0.0 0.4
2010 1.2 0.0 1.2 2021 0.3 0.0 0.3
2011 1.0 0.0 1.0 2022 0.3 0.0 0.3
2012 0.9 0.0 0.9 2023 0.2 0.0 0.2
2013 0.8 0.0 0.8
The variation in discharge from the outfall will however be greater than that shown in
Table 2 due to the inclusion of rainwater in the discharge, the quantity of which is
obviously very variable and is estimated to peak at 52.3m3/hr. However, this water is
effectively clean water in that it should not contain any of the elements associated
with the produced water. Consequently, for the purposes of this dispersion study the
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 56
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 57
model simulations have been based on year two production levels as during this year
the output of produced water and hence effluent loading will be highest. The
produced water flow in this year, 3.3m3/hr is similar in magnitude to the estimated
annual average rainwater flow of 3.4m3/hr and only 16% of the estimated peak
rainwater discharge thus the effluent will often be significantly more dilute.
Enterprise Energy Ireland Ltd. have made a commitment to providing a sufficient
level of treatment to reduce the concentrations of metallic elements in the final
effluent to equal to or below the Environmental Quality Standard (EQS) appropriate
to each constituent as defined in Reference 9. The maximum daily loading of each of
the constituents investigated in this study was therefore calculated as the product of
the EQS concentration and the quantity of produced water discharged over the day.
Normally the significance of the impact associated with an effluent discharge would
be assessed by comparison to the EQS. However since the concentration of metallic
elements in the effluent will be at or below the EQS limit this is not appropriate in
this case. Consequently, this dispersion study investigated the impact of those
elements in the effluent stream for which background levels in Broadhaven Bay had
been measured as shown in Table 3 below.
Table 3 Daily Loadings & Background Concentration
Constituent Daily Loading (mg) Background Concentration (µg/l)
Chromium (Cr) 7,920 1-3
Magnesium (Mn) 23,760 14-56
Nickel (Ni) 7,920 5
Copper (Cu) 3,960 11-18
Zinc (Zn) 7,920 5-32
Arsenic (As) 3,960 6-8
Selenium (Se) 1,584 42-56
Silver (Ag) 792 <1 (Assumed 0.5)
Cadmium (Cd) 396 0.1
Mercury (Hg) 7.92 0.041
Lead (Pb) 396 0.864
Barium (Ba) 39,600 7-10
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 58
As noted previously the effluent from the Bellanaboy Bridge Terminal and any
rainwater falling within the site boundary will be discharged together via a common
outfall pumping station. Consequently, since the rainwater does not contain a
significant quantity of metallic elements the actual loading rate for the outfall will
vary greatly depending on meteorological conditions on any particular day. For the
purpose of identifying a preferred point of discharge, two extreme conditions
corresponding to a typical effluent discharge during periods of dry weather and the
peak wet weather discharge were selected for simulation in the dispersion model.
Representative wet and dry weather loading rates were calculated on the basis that
the daily loading was discharged over a total 16 or 2 hours respectively. These
discharge periods are based on the proposed capacity of the outfall pumping station
and projected rainfall and produced water volumes identified in Reference 8. The
resulting discharge rates were:
Dry weather 82.3m3/hr for 2 hours per day or 165m3 in a day
Storm Conditions 82.3m3/hr for 16 hours per day or 1317m3 in a day, assumed to
be equivalent to 54.8m3/hr over the full day due to pump
cycling i.e. the pump would not be run continuously over a 16
hour period since the peak rate of inflow is only 55.6m3/hr.
Since the rainwater component of the discharge does not contribute to the effluent
loadings assessed in this study, these two scenarios are sufficient to assess the
environmental impact of all possible alternative dry weather discharges that might be
proposed. For example the impact of using a low pumping rate to give a continuous
discharge from the outfall during dry weather will be identical to the impact
predicted for the wet weather discharge since the actual loading rate is the same.
Consequently the impact of any other discharge time between 2 and 24 hours will
produce an impact that lies somewhere between that predicted for the dry and wet
weather simulations included in this study. The validity of this assumption for the
preferred outfall position has been investigated by undertaking additional dispersion
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 59
model simulations with the projected year 2 produced water loading discharged over
4 and 6 hours per day.
3.6 Dispersion Model Simulations
A series of dispersion model simulations were carried out in order to identify the
likely impact of the proposed wet and dry weather discharges from the Bellanaboy
Bridge Terminal on receiving water quality in Broadhaven Bay. A range of
potential outfall positions along the route of the proposed gas transmission pipeline
has been investigated during this study as shown in Figure 39. The influence of
wind generated surface currents was included in the analysis of the preferred outfall
position to illustrate any potential variation in impact during different climatic
conditions. This analysis has been restricted to reviewing the impact during the most
onerous combination of discharge and tidal conditions identified from the calm
weather simulations.
The following plume simulation runs were carried out in order to assess the impact
of the proposed effluent discharge and determine the optimum position for the final
effluent discharge.
Run 1 Wet weather discharge of effluent from an outfall extending to the 10m
contour in Broadhaven Bay over spring and neap tidal cycles.
Run 2 Dry weather discharge of effluent from an outfall extending to the 10m
contour in Broadhaven Bay over spring and neap tidal cycles.
Run 3 Wet weather discharge of effluent from an outfall extending to the 20m
contour in Broadhaven Bay over spring and neap tidal cycles.
Run 4 Dry weather discharge of effluent from an outfall extending to the 20m
contour in Broadhaven Bay over spring and neap tidal cycles.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 60
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 61
Run 5 Wet weather discharge of effluent from an outfall extending to the 30m
contour in Broadhaven Bay over spring and neap tidal cycles.
Run 6 Dry weather discharge of effluent from an outfall extending to the 30m
contour in Broadhaven Bay over spring and neap tidal cycles.
Run 7 Wet weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay over spring and neap tidal cycles.
Run 8 Dry weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay over spring and neap tidal cycles.
Run 9 Dry weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay during neap tidal cycles and northerly winds.
Run 10 Dry weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay during neap tidal cycles and north-westerly
winds.
Run 11 Dry weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay during neap tidal cycles and westerly winds.
Run 12 Dry weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay during neap tidal cycles and south-westerly
winds.
Run 13 Dry weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay over a 4 hour period during neap tides.
Run 14 Dry weather discharge of effluent from an outfall extending to the 40m
contour in Broadhaven Bay over a 6 hour period during neap tides.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 62
An envelope of the maximum concentration of each constituent of the final effluent
attained at every point in the model grid has been plotted for each model run. These
envelopes represent the highest concentration reached in every cell in the model
although this may have been present for only a short period during the tidal cycle.
The envelope therefore marks the outer limit of the plume's influence and the
excursion of the effluent plume at any given time during the tidal cycle will lie
entirely within the area covered by the plume envelope.
Contours equivalent to an increase of 0.5, 1.0 and 1.5 percent over the existing
background concentrations of each of the constituents within Broadhaven Bay have
been drawn to illustrate the potential impact of the effluent discharge on water
quality.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 63
10m OUTFALL OPTION
Run 1 Wet weather discharge of effluent from an outfall extending to the 10m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay resulting from the proposed discharge of treated effluent from the Gas
Reception Terminal at Bellanaboy Bridge during periods of wet weather.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a constant rate of 54.8 m3/hour corresponding to the
average flow over the day resulting from the pumps operating for approximately 16
hours per day i.e. the predicted maximum flow during wet weather conditions.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 10m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 1a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 64
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 65
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 66
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 67
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 68
10m OUTFALL OPTION
Run 2 Dry weather discharge of effluent from an outfall extending to the 10m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay of the proposed discharge of treated effluent from the Gas Reception
Terminal at Bellanaboy Bridge during dry weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 10m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 2a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 69
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 70
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 71
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 72
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 73
20m OUTFALL OPTION
Run 3 Wet weather discharge of effluent from an outfall extending to the 20m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay of the proposed discharge of treated effluent from the Gas Reception
Terminal at Bellanaboy Bridge during wet weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a constant rate of 54.8 m3/hour corresponding to the
average flow over the day resulting from the pumps operating for approximately 16
hours per day i.e. the predicted maximum flow during wet weather conditions.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 20m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 3a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 74
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 75
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 76
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 77
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 78
20m OUTFALL OPTION
Run 4 Dry weather discharge of effluent from an outfall extending to the 20m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay of the proposed discharge of treated effluent from the Gas Reception
Terminal at Bellanaboy Bridge during dry weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 20m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 4a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 79
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 80
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 81
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 82
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 83
30m OUTFALL OPTION
Run 5 Wet weather discharge of effluent from an outfall extending to the 30m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay of the proposed discharge of treated effluent from the Gas Reception
Terminal at Bellanaboy Bridge during wet weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a constant rate of 54.8 m3/hour corresponding to the
average flow over the day resulting from the pumps operating for approximately 16
hours per day i.e. the predicted maximum flow during wet weather conditions.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 30m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 5a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 84
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 85
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 86
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 87
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 88
30m OUTFALL OPTION
Run 6 Dry weather discharge of effluent from an outfall extending to the 30m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay of the proposed discharge of treated effluent from the Gas Reception
Terminal at Bellanaboy Bridge during dry weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 30m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 6a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 89
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 90
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 91
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 92
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 93
40m OUTFALL OPTION
Run 7 Wet weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay of the proposed discharge of treated effluent from the Gas Reception
Terminal at Bellanaboy Bridge during wet weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a constant rate of 54.8 m3/hour corresponding to the
average flow over the day resulting from the pumps operating for approximately 16
hours per day i.e. the predicted maximum flow during wet weather conditions.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 40m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 7a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 94
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 95
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 96
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 97
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 98
40m OUTFALL OPTION
Run 8 Dry weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay over spring and neap tidal cycles.
This series of model runs was intended to determine the impact on water quality in
Broadhaven Bay of the proposed discharge of treated effluent from the Gas Reception
Terminal at Bellanaboy Bridge during dry weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of both spring and neap tides from an
outfall extending to the 40m contour in Broadhaven Bay in order to allow a stable
distribution of effluent concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 8a to d.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 99
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 100
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 101
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 102
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 103
40m OUTFALL OPTION
Run 9 Dry weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay during neap tidal cycles and northerly winds.
This series of model runs was intended to determine the impact of northerly winds on the
dispersion of effluent from the Gas Reception Terminal at Bellanaboy Bridge during dry
weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. A 5.5m/s northerly wind was applied during each of the model runs.
5. The effluent was discharged over a series of neap tides from an outfall extending to
the 40m contour in Broadhaven Bay in order to allow a stable distribution of effluent
concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 9a and b.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 104
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 105
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 106
40m OUTFALL OPTION
Run 10 Dry weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay during neap tidal cycles and north-westerly winds.
This series of model runs was intended to determine the impact of north-westerly winds on
the dispersion of effluent from the Gas Reception Terminal at Bellanaboy Bridge during dry
weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. A 5.5m/s north-westerly wind was applied during each of the model runs.
5. The effluent was discharged over a series of neap tides from an outfall extending to
the 40m contour in Broadhaven Bay in order to allow a stable distribution of effluent
concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 10a and b.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 107
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 108
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 109
40m OUTFALL OPTION
Run 11 Dry weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay during neap tidal cycles and westerly winds.
This series of model runs was intended to determine the impact of westerly winds on the
dispersion of effluent from the Gas Reception Terminal at Bellanaboy Bridge during dry
weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. A 5.5m/s westerly wind was applied during each of the model runs.
5. The effluent was discharged over a series of neap tides from an outfall extending to
the 40m contour in Broadhaven Bay in order to allow a stable distribution of effluent
concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 11a and b.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 110
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 111
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 112
40m OUTFALL OPTION
Run 12 Dry weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay during neap tidal cycles and south-westerly winds.
This series of model runs was intended to determine the impact of south-westerly winds on
the dispersion of effluent from the Gas Reception Terminal at Bellanaboy Bridge during dry
weather conditions.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of 82.3 m3/hour for one hour commencing at
one hour after each high water i.e. 2 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. A 5.5m/s south-westerly wind was applied during each of the model runs.
5. The effluent was discharged over a series of neap tides from an outfall extending to
the 40m contour in Broadhaven Bay in order to allow a stable distribution of effluent
concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 12a and b.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 113
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 114
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 115
40m OUTFALL OPTION
Run 13 Dry weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay over a 4 hour period during neap tides.
This series of model runs was intended to determine the effect of discharging the dry weather
effluent loading over a longer time on the distribution of effluent concentrations within
Broadhaven Bay.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of approximately 40m3/hour for two hours
commencing at one hour after each high water i.e. 4 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of neap tides from an outfall extending to
the 40m contour in Broadhaven Bay in order to allow a stable distribution of effluent
concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 13a and b.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 116
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 117
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 118
40m OUTFALL OPTION
Run 14 Dry weather discharge of effluent from an outfall extending to the 40m contour in
Broadhaven Bay over a 6 hour period during neap tides.
This series of model runs was intended to determine the effect of discharging the dry weather
effluent loading over a longer time on the distribution of effluent concentrations within
Broadhaven Bay.
The following assumptions were made for these computer runs:
1. The effluent was discharged at a rate of approximately 27.5m3/hour for three hours
commencing at one hour after each high water i.e. 6 hours per day.
2. Treated produced water in the effluent stream was discharged at a concentration
equivalent to the EQS for each constituent of the effluent.
3. No temporal decay was applied i.e. concentrations are only reduced by the processes
of natural dispersion.
4. Calm weather conditions prevailed during each of the model runs.
5. The effluent was discharged over a series of neap tides from an outfall extending to
the 40m contour in Broadhaven Bay in order to allow a stable distribution of effluent
concentrations to develop.
6. The effluent mixed vertically throughout the water column, i.e. no stratification
occurred.
The furthest excursions of the resulting effluent plumes in Broadhaven Bay are shown in
Runs 14a and b.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 119
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Water Quality Modelling
5222.00/MB/RW1212f 120
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 121
4.0 CONCLUSIONS OF THE STUDY
The implications for receiving water quality in Broadhaven Bay of discharging
effluent from the proposed onshore gas reception terminal at Bellanaboy Bridge via a
new outfall to Broadhaven Bay have been assessed using computational modelling
techniques. The following conclusions have been drawn with the aid of the
computerised dispersion model simulation runs:
4.1 General
Hydrodynamic and water quality models of Broadhaven Bay and its approaches have
been set-up and verified against data recorded specifically for this project and other
published data. The hydrodynamic models have been proven to be capable of
simulating the tidal flow regime within the Bay and the various passages leading to
the inner parts of Broadhaven Bay and the Sruwaddacon.
A series of effluent dispersion simulations have been completed for a range of outfall
positions within Broadhaven Bay using spring and neap tidal predictions and calm
weather conditions. The results of the dispersion modelling have been compared to
recorded background concentrations of various metallic elements within Broadhaven
Bay in order to assess the significance of the predicted impact.
The results of two dye release experiments undertaken from the preferred discharge
point identified by the dispersion modelling have confirmed that the dispersion
characteristics assumed in the dispersion modelling were accurate.
Two possible discharge regimes have been included in the model simulations
corresponding to the projected discharges from the terminal during dry weather and
wet weather. The discharge rates appropriate to each scenario were calculated using
information presented in a report on the proposed water treatment strategy for the
Corrib onshore terminal prepared by Enterprise Energy Ireland Ltd. In almost all
cases, the dry weather discharge has been shown to result in greater impact than wet
weather discharges on water quality in Broadhaven Bay. Further simulations of
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 122
possible alternative discharge scenarios featuring a slower discharge of the dry
weather loading have also been completed for the preferred outfall option to ascertain
the effect on resulting effluent concentrations.
4.2 10m Outfall
Simulations have been completed for the discharge of both the projected wet and dry
weather flows from an outfall extending to the 10m contour in Broadhaven Bay at
IGR 080175,339040. Both spring and neap tidal conditions have been employed in
these simulations in order to identify the effect of variations in tidal conditions on the
dispersion of the resulting effluent plume. This analysis has been restricted to the
investigation of dispersion during calm weather. Whilst it is acknowledged that wind
effects can cause effluent to be advected further, calm conditions normally result in
reduced mixing and hence the highest effluent concentrations in the receiving waters.
The results of these simulations indicate that within the outer Bay the impact
associated with the intermittent discharge i.e. the dry weather situation is generally
greater than that resulting from a continuous discharge.
However, the predictions for the wet weather (continuous) discharge indicate that
effluent will be carried into Sruwaddacon Bay during the flood tide. This is
particularly prevalent during spring tides when the proposed discharge is predicted to
increase concentrations of certain metallic elements within the tidal inlets by up to 5%
compared to the existing background levels. However, for most elements the
predicted increase is less than 1% above background. During periods of neap tides,
the predicted increase in the concentration of metallic elements is not predicted to
exceed 2% above background.
The model predictions also indicate that the impact of the discharge in the outer Bay
will be greatest during periods of neap tides. During the most onerous combination of
tidal conditions and discharge (i.e. neap tides and intermittent discharge) the resulting
effluent plume is generally not predicted to increase the concentrations of metallic
elements in Broadhaven Bay by more than 1.5% above background. The only
exceptions to this are associated with the impacts of Chromium, and Cadmium /
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 123
Barium where the maximum predicted increases above background are 7% and 3%
respectively. During spring tides these are reduced to 4% and 2% respectively.
4.3 20m Outfall
Simulations have also been completed for the discharge of both the projected wet and
dry weather flows from an outfall extending to the 20m contour in Broadhaven Bay at
IGR 079010,339115. Again both spring and neap tidal conditions were employed in
these simulations in order to assess the effect of variations in tidal conditions on the
dispersion of the resulting effluent plume. Similarly the analysis has been restricted to
the investigation of dispersion during calm weather for the reasons outlined
previously in relation to the 10m outfall modelling. As with the modelling of the 10m
outfall option the results of the dispersion model simulations indicate that within the
outer Bay the impact of the intermittent discharge is greater than that resulting from a
continuous discharge.
In this case, the effluent plume resulting from a continuous discharge is not predicted
to impact on the receiving waters within Sruwaddacon Bay or any of the other tidal
inlets. The maximum percentage increases in the concentration of metallic elements
relative to the measured background level, predicted to occur in the outer Bay are
summarised in Table 4 below.
Table 4 Predicted Impact of Effluent Discharge (20m Outfall)
Intermittent Discharge Continuous Discharge Constituent
Spring Tide Neap Tide Spring Tide Neap Tide
Chromium Cr 2.4% 3.8% 0.7% 1.3%
Manganese Mn 0.5% 0.8% 0.2% 0.3%
Nickel Ni 0.5% 0.8% 0.2% 0.3%
Copper Cu 0.1% 0.2% <0.1% 0.1%
Zinc Zn 0.5% 0.8% 0.2% 0.3%
Arsenic As 0.2% 0.3% <0.1% 0.1%
Selenium Se <0.1% <0.1% <0.1% <0.1%
Silver Ag 0.5% 0.8% 0.2% 0.3%
Cadmium Cd 1.2% 1.9% 0.4% 0.6%
Mercury Hg <0.1% 0.1% <0.1% <0.1%
Lead Pb 0.1% 0.2% <0.1% 0.1%
Barium Ba 1.2% 1.9% 0.4% 0.6%
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 124
Clearly, it can be seen that the maximum increase in the concentration of metallic
elements above background levels is predicted to be less than 4% of the existing
background. Concentrations are also predicted to decrease rapidly with distance from
the outfall with the result that even in the worst case the increase is less than 0.5% at
500m from the point of discharge.
4.4 30m Outfall
The dispersion modelling study also included an investigation of the impact of
discharging effluent through an outfall extending to the 30m contour in Broadhaven
Bay at IGR 076630,339400. Again, both the wet and dry weather discharges were
modelled using spring and neap tidal conditions to identify any potential variation in
the dispersion of the effluent plume. In common with the analysis of the previous two
options the modelling was also restricted to the investigation of dispersion during
calm weather.
The results of the modelling of the 30m outfall option again indicate that within the
outer Bay the impact of the intermittent discharge is greater than that of the
continuous discharge. The maximum percentage increase in concentration, relative to
the existing background, for each of the scenarios modelled is presented in Table 5.
Table 5 Predicted Impact of Effluent Discharge (30m Outfall)
Intermittent Discharge Continuous Discharge Constituent
Spring Tide Neap Tide Spring Tide Neap Tide
Chromium Cr 1.3% 2.1% 0.3% 0.5%
Manganese Mn 0.3% 0.5% 0.1% 0.1%
Nickel Ni 0.3% 0.4% <0.1% 0.1%
Copper Cu <0.1% 0.1% <0.1% <0.1%
Zinc Zn 0.3% 0.4% <0.1% 0.1%
Arsenic As 0.1% 0.1% <0.1% <0.1%
Selenium Se <0.1% <0.1% <0.1% <0.1%
Silver Ag 0.3% 0.4% 0.1% 0.1%
Cadmium Cd 0.6% 1.1% 0.1% 0.3%
Mercury Hg <0.1% <0.1% <0.1% <0.1%
Lead Pb 0.1% 0.1% <0.1% <0.1%
Barium Ba 0.6% 1.1% 0.1% 0.3%
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 125
With an outfall extending to the 30m contour the effluent plume resulting from a
continuous discharge is not predicted to increase the concentrations of metallic
elements by more than 0.5% of the existing background level. The data presented in
Table 5 also shows the maximum increase in background concentrations with an
intermittent discharge to be circa 2.1% during neaps and 1.3% during spring tides.
With this option the maximum predicted increase relative to the existing background
for the intermittent discharge again drops to less than 0.5% within approximately
500m of the point of discharge.
4.5 40m Outfall
Dispersion modelling was also completed for an outfall extending to the 40m contour
in Broadhaven Bay at IGR 075150,340530. Again both the wet and dry weather
discharges were modelled using spring and neap tidal conditions to identify any
potential variation in the dispersion of the effluent plume. In common with the
analysis of the previous options the modelling was initially restricted to the
investigation of dispersion during calm weather.
The maximum percentage increase in concentration for each of the scenarios
modelled using calm weather conditions is presented in Table 6.
Table 6 Predicted Impact of Effluent Discharge (40m Outfall)
Intermittent Discharge Continuous Discharge Constituent
Spring Tide Neap Tide Spring Tide Neap Tide
Chromium Cr 1.8% 2.2% 0.2% 0.3%
Manganese Mn 0.4% 0.5% <0.1% <0.1%
Nickel Ni 0.4% 0.4% <0.1% <0.1%
Copper Cu 0.1% 0.1% <0.1% <0.1%
Zinc Zn 0.4% 0.4% <0.1% 0.1%
Arsenic As 0.1% 0.1% <0.1% <0.1%
Selenium Se <0.1% <0.1% <0.1% <0.1%
Silver Ag 0.4% 0.4% <0.1% <0.1%
Cadmium Cd 0.9% 1.1% 0.1% 0.2%
Mercury Hg <0.1% <0.1% <0.1% <0.1%
Lead Pb 0.1% 0.1% <0.1% <0.1%
Barium Ba 0.9% 1.1% 0.1% 0.2%
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 126
The results of the modelling for an outfall in 40m of water, presented in Table 6 again
indicate that the impact of an intermittent discharge is greater than a continuous
discharge. With this option the effluent plume resulting from a continuous discharge
is not predicted to increase the concentrations of metallic elements by more than 0.3%
of the existing background level. The maximum increase in background concentration
for the intermittent discharge is predicted to be circa 2.2% during neaps and 1.8%
during spring tides. Although once again predicted increases of greater than 0.5% are
restricted within approximately 500m of the point of discharge.
4.6 Selection of Preferred Outfall Position
The results of the dispersion model simulations for various outfall positions were
compared to optimise the discharge position for the final effluent stream from the
proposed onshore gas reception terminal at Bellanaboy Bridge. The environmental
impact of discharging the effluent from the various outfall positions can conveniently
be compared in terms the predicted increase in background concentrations for the
intermittent discharge during neap tides as presented in Table 7 below.
Table 7 Comparison of the Impact of the Effluent Discharges
Water Depth at Discharge Point Constituent
10m 20m 30m 40m
Chromium Cr 6.6% 3.8% 2.1% 2.2%
Manganese Mn 1.4% 0.8% 0.5% 0.5%
Nickel Ni 1.4% 0.8% 0.4% 0.4%
Copper Cu 0.3% 0.2% 0.1% 0.1%
Zinc Zn 1.4% 0.8% 0.4% 0.4%
Arsenic As 0.4% 0.3% 0.1% 0.1%
Selenium Se <0.1% <0.1% <0.1% <0.1%
Silver Ag 1.4% 0.8% 0.4% 0.4%
Cadmium Cd 3.3% 1.9% 1.1% 1.1%
Mercury Hg 0.2% 0.1% <0.1% <0.1%
Lead Pb 0.4% 0.2% 0.1% 0.1%
Barium Ba 3.3% 1.9% 1.1% 1.1%
Examination of the data presented in Table 7 indicates that increasing the available
water depth at the point of discharge reduces the maximum concentration of each
constituent of the effluent predicted to occur within the receiving waters. However the
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 127
incremental difference reduces with increasing water depth to the point where moving
from a water depth of 30m to 40m does not materially alter the magnitude of the
predicted impact. Thus it was concluded that extending the outfall into deeper water
within the Bay i.e. beyond the 40m contour would not yield any significant benefit in
terms of water quality. Similarly even if the point of discharge was moved out of the
Bay into the offshore waters it is extremely unlikely that the magnitude of the
associated impact would be significantly reduced. Hence the provision of an outfall
extending to the 40m contour in Broadhaven Bay was identified as the preferred
option and was taken forward for further analysis.
4.7 Effect of Wind on Effluent Dispersion
The impact of wind derived currents on the dispersion of effluent from the preferred
outfall position on the 40m contour in Broadhaven Bay was investigated using the
dispersion model. This exercise was restricted to an investigation of the impact on the
dispersion of the dry weather discharge during periods of neap tides as this had
previously been shown to be the worst case scenario. Model simulations for a light to
moderate breeze from four wind directions ranging from north through west to south
west were completed.
The dispersion modelling does not indicate any occasion when the wind induced
currents cause effluent to be advected into either inner Broadhaven Bay or
Sruwaddacon Bay in sufficient quantity to increase the concentrations of metallic
elements by more than 0.5% above background. The predicted impact of the wind
derived currents on the maximum increase in background concentrations in the Bay is
summarised in Table 8.
The results presented in Table 8 indicate that the inclusion of wind effects in the
model simulations reduces the magnitude of the peak concentrations. This can be
explained in terms of the increased advection and dispersion of effluent within the
Bay caused by wind induced currents particularly during the periods when the tidal
flow is slack. It is also interesting to note that the preferred outfall position is
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 128
sufficiently far offshore to prevent the impact at the shoreline from exceeding 1.5% of
the existing background levels.
Table 8 Impact of Wind on Effluent Dispersion
Wind Direction Constituent
Calm North North West West South West
Chromium Cr 2.2% 1.7% 0.7% 0.9% 0.5%
Manganese Mn 0.5% 0.4% 0.2% 0.2% 0.1%
Nickel Ni 0.4% 0.3% 0.1% 0.2% 0.1%
Copper Cu 0.1% 0.1% <0.1% <0.1% <0.1%
Zinc Zn 0.4% 0.3% 0.1% 0.2% 0.1%
Arsenic As 0.1% 0.1% <0.1% 0.1% <0.1%
Selenium Se <0.1% <0.1% <0.1% <0.1% <0.1%
Silver Ag 0.4% 0.4% 0.1% 0.2% 0.1%
Cadmium Cd 1.1% 0.8% 0.3% 0.4% 0.2%
Mercury Hg <0.1% <0.1% <0.1% <0.1% <0.1%
Lead Pb 0.1% 0.1% <0.1% 0.1% <0.1%
Barium Ba 1.1% 0.8% 0.3% 0.4% 0.2%
Thus it can be concluded that provided the effluent is treated to at least the EQS
standard before discharge, the use of an outfall extending to the 40m contour in
Broadhaven Bay will not have a significant adverse impact on water quality in the
Bay. In the worst case investigated the effect of the discharge will be to increase
Chromium levels by about 2% of the existing background, with the increase in other
constituents being significantly lower, generally less than 0.5% of background.
4.8 Sensitivity of Model Predictions to Discharge Time
The impact of the rate of effluent discharge on the resulting concentrations of various
metallic elements in Broadhaven Bay was investigated for the preferred outfall
position on the 40m contour. This exercise was restricted to an investigation of the
impact of the dry weather discharge over periods of neap tides as this combination of
factors produced the highest impact in the previous simulations. Model simulations
were completed for the year 2 produced water loading discharged over a total of 4 and
6 hours during any 24 hour period.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Conclusions of the Study
5222.00/MB/RW1212f 129
The dispersion modelling results presented in Runs 13 and 14 indicate that increasing
the duration of the intermittent discharge during dry weather from 2 to 6 hours per
day will not result in effluent being carried into either inner Broadhaven Bay or
Sruwaddacon Bay. The predicted percentage increase in peak concentrations in the
Bay is summarised in Table 9.
Table 9 Impact of Discharge Duration on Effluent Dispersion
Constituent Continuous 2 Hour Discharge 4 Hour Discharge 6 Hour Discharge
Chromium Cr 0.3% 2.2% 1.16% 0.77%
Manganese Mn <0.1% 0.5% 0.25% 0.16%
Nickel Ni <0.1% 0.4% 0.23% 0.15%
Copper Cu <0.1% 0.1% 0.05% 0.04%
Zinc Zn 0.1% 0.4% 0.23% 0.15%
Arsenic As <0.1% 0.1% 0.07% 0.05%
Selenium Se <0.1% <0.1% <0.01% 0.04%
Silver Ag <0.1% 0.4% 0.23% 0.15%
Cadmium Cd 0.2% 1.1% 0.58% 0.37%
Mercury Hg <0.1% <0.1% 0.03% 0.02%
Lead Pb <0.1% 0.1% 0.07% 0.05%
Barium Ba 0.2% 1.1% 0.58% 0.37%
These results clearly indicate that the principal effect of extending the duration of the
intermittent effluent discharge is to reduce the magnitude of the resulting impact on
effluent concentrations in the receiving waters of Broadhaven Bay. The results
indicate that increasing the duration of the discharge from 2 hours to 6 hours will
reduce the percentage increase in peak concentrations by at least a factor of two.
Thus consideration should be given during the final design of the works to the
provision of a pumping regime that would allow the produced water loading during
dry weather to be discharged at a lower rate than that required to handle the peak
storm flow. It is noted that it may not be operationally possible or desirable to provide
a continuous discharge due to the relatively large variation in flow rate that would be
required. However the results of the simulations undertaken during this study indicate
that the ability to discharge the dry weather loading over 6 hours is sufficient to
reduce the magnitude of the peak increase in concentration to less than 1% of the
existing background level.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report References
5222.00/MB/RW1212f 130
5.0 REFERENCES
1. Guardline Surveys Limited, 2000. Corrib Field Development Pipeline Route Survey.
2. Osiris Projects, 2000. Corrib Pipeline Landfall North Mayo – Ireland, Landfall
Geophysical Surveys Broad Haven Bay, Topographic and Bathymetric Chart.
3. Hydrographic Surveys Ltd, 2001. Broadhaven Bay Field Study.
4. UK Hydrographic Office. Irish Coast Pilot.
5. Hydrographic Surveys Ltd, 2001. Broadhaven Bay Field Study, Dye Trace Study.
6. K F Bowden 1983. Physical Oceanography of Coastal Waters, Chichester, Ellis
Horwood Ltd. 302 pp.
7. B Hellstrom, 1941. Wind Effects on Lakes and Rivers. Handlingar No. 158. Royal
Swedish Institute for Engineering Research, Stockholm. 191 pp.
8. Kvaerner, 2001. Corrib Onshore Terminal – Water Treatment Strategy, Document No:
COR-10.2-STR-0001.
9. Environmental Protection Agency, 1997. Environmental Quality Objectives and
Environmental Quality Standards, The Aquatic Environment, A Discussion Document.
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
APPENDIX A
Tidal Atlas of Broadhaven Bay
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Corrib Field Development Project Enterprise Energy Ireland Ltd.Dispersion Modelling Report Appendix A
5222.00/MB/RW1212f
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 9.2: DISCHARGES TO WATER
Enterprise Energy Ireland Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP9.2 - 1
Domestic liquid waste water discharges from facilities installation Vessel No of
vessels Persons on Board
Total days
Black and grey water (0.25m3 / person/day)
Galley waste (putrescible) (0.0003 t/person/ day)
MSV/DSV 1 90 100 2250 2.70 Lift vessel 1 80 17 340 0.41 Support Vessels 2 20 125 1250 1.50 Anchor Handlers 2 20 10 100 0.12 Survey vessels 1 40 45 450 0.54 Totals 17560 4390 5.27
Domestic liquid waste water discharges from pipeline and umbilical installation
Vessel No of vessels
Persons on Board
Total days
Black and grey water (0.25m3 / person/day)
Galley waste (putrescible) (0.0003 t/person/ day)
J/S Lay barge 1 300 48 3600 4.32 Anchor handlers 2 10 48 240 0.29 Rock dumpers 1 20 45 225 0.27 Reel lay (umbilical)
1 60 20 300 0.36
Pipeline plough/jet
1 60 25 375 0.45
Umbilical plough/jet
1 40 45 450 0.54
Support Vessels Pipe-haul 4 10 45 450 0.54 Supply 1 10 75 187.5 0.23 Survey 1 25 75 468.75 0.56 Total 25185 6296.25 7.56
Corrib Offshore EIS Enterprise Energy Ireland
APP9.2 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Domestic liquid waste water discharges per well (drilling rig and support vessels)
Waste Streams
Generation Rate
Drilling Programme: Total Quantity Discharged (60 d)
Completion Programme: Total Quantity Discharged (25 d)
Well testing: Total Quantity Discharged (25 d)
MODU Sewage & Grey water
0.250 m3 per person per day
1,350 m3 563 m3 563 m3
Putrescible Galley Wastes
0.0003 tonnes per person per day
1.62 tonnes 0.45 tonnes 0.45 tonnes
Service vessels (2)
Sewage & Grey water
0.250 m3 per person per day
360 m3 150 m3 150 m3
Putrescible Galley Wastes
0.0003 tonnes per person per day
0.43 tonnes 0.18 tonnes 0.18 tonnes
(1) Based on the assumption that there will be two service vessels operating in the Corrib Field for the duration of the drilling and completion programmes
Testing programme quantities as for Completion Programme
Cuttings discharges per well Section I
(36”) m3 (tonnes)
Section II (17.5”)
m3 (tonnes)
Section III m3 (tonnes)
Section IV m3 (tonnes)
Total m3 (tonnes)
Dry cuttings
52 (139) 94 (249) 185 (490) 72 (190) 403 (1068)
Mud on Cuttings
156 (187) 40 (144) 79 (116) 31 (39) 306 (486)
Oil on Cuttings
N/A N/A 49 (39) 19 (15) 68 (54)
Assumptions: Washout: 36” well section washes out to 45.5” (60%), 17.5” washes out to 19.25” (21%), 12.25” washes out to 13” (13%), 8.5” washes out to 9” (12%). Rock density of approx 2.65 “oil on cuttings” is the part of the mud which is the organic base fluid, and volumes provided above are those which are theoretically extractable from the “mud on cuttings” Mud and cuttings from sections I and II are discharged direct to seabed Mud and Cuttings from sections III and IV are returned to the shore
Enterprise Energy Ireland Ltd Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP9.2 - 3
MUD CHEMICAL DISCHARGES DURING DRILLING OF IRE 18/25-3
Mud Chemicals
OCNS Class
36" x 30" Section 17.1/2" x 13.3/8" Section
12.1/4" x 9.5/8" Section 8.1/2" x 7" Section Well Testing & Fraccing
Actual Total Material Left
Downhole
Actual Discharge
to Sea
Total Discharge to Skips
Left In Hole
Discharge to Sea
Left In Hole
Discharge to Sea
Left In Hole
Discharge to Sea
Discharge to Skips
Left In Hole
Discharge to Sea
Discharge to Skips
Left In Hole
Discharge to Sea
Kgs Kgs Kgs
BW Base Oil 97,269 0 136,540 BW Emul Vis SBM 1,041 4,546 3,073 1,698 4,114 0 6,244 BW Kleemul 50 SBM 1,132 4,694 3,800 2,034 4,932 0 6,728 BW Kleemul SBM 340 1,624 1,477 787 1,817 0 2,411 BW Emul Treat SBM 39 127 180 82 219 0 209 BW Emul Thin S SBM 0 0 0 BW Emul Lift SBM 62 220 36 17 98 0 237 BW Barite E 31,975 79,025 22,504 78,400 57,612 7,000 40,560 684 10,316 80,800 128,316 118,960 BW Eco Tech SBM 39 41 804 254 843 0 295 Calcium Chloride E 3,630 16,173 11,272 5,984 14,902 0 22,157 Caustic Soda E 250 0 250 0 BW Eurogel E 23,040 44,960 0 68,000 0
Xantham Gum E 0 0 0 Lime E 590 2,436 2,380 1,183 2,970 0 3,619 Soda Ash E 410 590 0 1,000 0
CONTINGENCY CHEMICALS
BW Defoam Green E 0 0 0 Guargum E 0 0 0 Hi Vis CMC E 675 0 675 0 BW Emul Thin S SBM 23 15 23 0 15 BW Envirowash2 D 200 800 4731 0 5,731 0 BW Nutplug E 0 0 0 Calcium Chloride E 0 0 0 Sandseal E 861 2,084 390 861 390 2,084 BW Metacarb E 1,550 4,596 1,633 4,467 3,183 4,467 4,596 Delta P E 0 0 0 Kwikseal E 0 0 0 Sodium Chloride E 9750 1067 68423 130578 78,173 131,645 0 Sodium Bicarbonate E 0 0 0 Citric Acid E 0 0 0 Mica E 0 0 0 Ironite Sponge E 0 0 0
Corrib Offshore EIS Enterprise Energy Ireland
APP9.2 - 4 RSK/H/P/P8069/03/04/Appendices Rev01
COMPLETION FLUID Sodium Bromide E 28814 70303 28814 70303 0 Potassium Chloride E 41353 73878 41353 73878 0 BW Rheodrill D E 350 0 350 0 BW Envirosolv 2 E 770 0 770 0 BW Envirocor 2 E 1468 2184 1468 2184 0
Sodium Metabisulphite E 121 204 121 204 0 BW Biocide D 173 291 173 291 0 Rheopol R E 14 211 14 211 0
WELL CLEAN-UP ADDITIVE BW Envirofloc 2 D 1000 0 1000 0
SUPPLEMENTARY/PRODUCTION CHEMICALS Methanol E 3148 0 3148 0
Monoethylene Glycol E 6069 0 6069 0 CarboProp E 35398 16415 35398 16415 0 1. Barite exceeded 30" limit due to 2 x 10 ppg displacements. 2. In 17 1/2" Section, excess tonnage registered by tank dips designated as discharged. 3. Total Containment system in operation for 12 1/4" and 8 1/2" Sections. The table above provides actual discharges during the drilling of well 18/25-3. It can be assumed that the discharge volumes of mud chemicals for drilling of each of the future wells will be similar. All discharge figures are in kilogrammes.
Enterprise Energy Ireland Ltd Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP9.2 - 5
CEMENT CHEMICAL DISCHARGES DURING DRILLING OF IRE 18/25-3
Cement Chemicals
OCNS Class 30" Conductor 20" x 13.3/8" 9.5/8" Well testing
& Fraccing
Suspension – 2 ×
Cement Plugs
Cumm. Actual Material Left
Downhole
Cumm. Actual Total Discharge
a b c d e f g h i j a+c+e+g+i b+d+f+h+j
Left In Hole
Discharge to sea
Left In Hole
Discharge to sea
Left In Hole
Discharge to sea
Left in hole
Discharge to sea
Left in hole
Discharge to sea Kgs Kgs
Calcium Chloride E 1,538 431 1,538 431 Sodium Chloride E 1,872 990 1,872 990 Retarder E 552 549 189 69 14 1,170 203 Barite E 0 0 Bentonite E 0 0 Surfactant C 712 187 712 187 Cement Rugby Class G E 35,591 1,409 93,330 1,000 83,051 6,949 12500 500 224,472 9,858 Retarder C 0 0 Defoamer E 68 20 76 78 37 11 4 233 61 Dispersant C 150 764 182 42 5 956 187 Mudpush XL B 0 0 Anti Settling Agent E 0 0 Retarder E 47 11 10 58 10 Silica Flour E 0 0 Extender E 2,362 1,113 341 3,475 341 Mutual Solvent E 0 0 Sea Dye E 25 25 50 0 Gasblock D 0 0 UNIFLAC E 2,782 1,028 2,782 1,028
BF-10LE E 996 551 996 551 BF-7L E 6970 1703 6970 1703 D-4G D 38 0 38 D-4GB E 3855 1038 3855 1038 FP-9L B 248 59 248 59 GBW-5 C 31 7 31 7 GW-4 AFG E 7407 4464 7407 4464 High Perm CRB C 13 3 13 3 XCIDE 102 D 532 448 532 448 XLW-56 D 3500 856 3500 856 XCD Polymer E 29 0 29 FRW-14 B 244 0 244 CI-27 C 170 0 170 TOTAL = 260,870 TOTAL = 22,906
Enterprise Energy Ireland Ltd Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 9.3: WATER TREATMENT FLOWCHART
Enterprise Energy Ireland Ltd Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 10.1: DESCRIPTION OF ATMOSPHERIC POLLUTANTS
Enterprise Energy Ireland Ltd Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01 APP10.1 - 1
Oxides of Nitrogen
Oxides of nitrogen are produced as a result of combustion processes, such as flaring. The term ‘NOx’ is often used to mean a mixture of nitrogen monoxide (NO) and nitrogen dioxide (NO2). It is nitrogen dioxide (NO2), which is associated with adverse effects on human health. NO2 may have both acute (short term) and chronic (long term) effects on health. Certain individuals within the general population are particularly susceptible to elevated NO2 concentrations (e.g. people with asthma). At relatively high concentrations, NO2 causes inflammation of the airways. Long-term exposure may effect lung function and enhance the response to allergens in sensitised individuals. NO2 is also, indirectly, a greenhouse gas as it is a primary precursor of ozone.
Carbon Monoxide
Carbon monoxide (CO) is formed as a result of incomplete combustion of carbon-containing fuel. Human exposure to certain levels of carbon monoxide has been demonstrated to result in negative health effects. Certain individuals within the general population are more sensitive to the effects of elevated levels of CO than others. Sensitive individuals include those who have an existing disease that affects delivery of oxygen to the heart or the brain (e.g. coronary artery disease). Motor vehicles are the largest contributors to emissions of CO in most countries.
Sulphur Dioxide
Sulphur dioxide is formed as a result of the oxidation of sulphur impurities in fuel during and after combustion. Health effects include constriction of the airways (asthmatics are particularly vulnerable). Sulphur dioxide is also the primary cause of acid rain.
Volatile Organic Compounds (VOCs)
The term VOC encompasses a large range of compounds. VOCs are involved in the formation of ground level ozone and in depletion of the ozone layer. They also contribute to the greenhouse effect in that methane and photochemical oxidants produced from the use of VOCs are both greenhouse gases. They therefore have both local and regional / transboundary effects.
Carbon Dioxide
Carbon dioxide is a non-toxic, odourless, colourless gas. It is generally not hazardous to the local environment in the short term but on a global scale it is considered to be the largest single contributor to the greenhouse effect, despite being the least harmful of the major greenhouse gases per unit volume. The major source of CO2 in Ireland is the burning of fossil fuels, mainly for power generation. Carbon dioxide and global warming potential are discussed in Chapter 13.
Corrib Offshore EIS Enterprise Energy Ireland
APP10.1 - 2 RSK/H/P/P8069/03/04/Appendices Rev01
Methane
Methane is unlike the other pollutants described in this section as its major source is not fuel combustion. Sources include agriculture (particularly enteric fermentation in cows) and leakage from the gas distribution system. In sufficient concentrations, methane presents an explosion hazard but, in terms of industrial emissions, the major threat is global warming. Methane has a GWP factor of 21, meaning that a unit volume has 21 times the global warming potential of the same volume of CO2. Methane and global warming potential are discussed in Chapter 13.
Ozone
Ozone is not emitted directly from any man made source in any significant quantities. It arises from chemical reactions in the atmosphere triggered by sunlight. In the stratosphere, ozone has a beneficial role, shielding the earth from harmful ultra-violet radiation. It is formed by the action of sunlight on oxygen molecules, initially. In the stratosphere, the balance between ozone and oxygen is disturbed by the upward migration of ozone-depleting substances such as chlorofluorocarbons (CFCs). This causes a reduction in ozone levels and thus allows more ultra-violet radiation to reach the earth’s surface.
In the lower layers of the atmosphere, ozone is formed primarily by a series of complex reactions, occurring over several hours or even days, between VOCs and oxides of nitrogen (NOx), initiated by sunlight. Both VOCs and NOx are produced from combustion and other industrial processes and are the most important precursors of ozone in the lower atmosphere, where ozone acts as a greenhouse gas. Acute health effects have also been observed - irritation to the eyes and nose and minor changes to the airways can occur at sufficient concentrations.
Enterprise Energy Ireland Ltd Corrib Offshore EIS
RSK/H/P/P8069/03/04/Appendices Rev01
APPENDIX 14.1: MARINE ARCHAEOLOGY REPORT, AS SUBMITTED TO DUCHAS