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1 1 BEAM Professional Training and Examination 23 July 2014 John A. Herbert BEAM Professional Chairman Water Use, Technical Review Committee Chairman BEAM Technical Review Panel Director BEAM Society Limited Water Use (WU)
Transcript

1 1

BEAM Professional Training and Examination

23 July 2014

John A. Herbert 許 約 翰

BEAM Professional Chairman Water Use, Technical Review Committee Chairman BEAM Technical Review Panel Director BEAM Society Limited

Water Use (WU)

Whilst every care has been taken preparing this biography, with links, organisations may have change the location, or remove material without prior notice; this document was reviewed and updated on 6 November 2013.

1. Guidelines For Drinking Water Quality, WHO, 2008 - link 2. ISO 5667 - part 5 Water Quality Sampling (Purchase) - link 3. GB 3838-83 Environmental Quality Standard for Surface Water, PRC 4. WSD Fresh Water Plumbing Maintenance Guide, WSD - link 5. WSD ACQWS Paper No. 5. - Raw Water Quality Monitoring in Hong Kong - link 6. WSD ACQWS Paper No. 14 - Treated Effluent Reuse at Ngong Ping - link 7. WSD Annual Report, WSD - link 8. Hong Kong Waterworks Standards for Plumbing Installations in Buildings, WSD, Feb 2013 - link 9. Water Infrastructure. Water-Efficient Plumbing Fixtures Reduce Water Consumption and Wastewater Flows, USGAO. Report to

Congressional Requester, GA RCED-00-23, August 2000.- link 10. Sustainable retail premises: an environmental guide to design, refurbishment and management of retail premises, Prior (purchase) - link 11. APP-004 Water Supply and Wells (formerly PNAP 17) - link 12. APP-105 Water Seepage (formerly PNAP 230) - link 13. APP-099 Flushing Volume for Flushing Cisterns (formerly PNAP 220) - link 14. APP-006 Shops and Department Stores - Building (Standards of Sanitary Fitments, Plumbing, Drainage Works and Latrines) Regulation

5 (formerly PNAP 41) - link 15. Greywater and Rainwater Systems: Recommended UK Requirements, 13034/1 Report, March 1997, BSRIA - link 16. The Building Services Research and Information Association, Final Report 13034/1, March 1997 17. Water and Energy Conservation of Rainwater Collection Systems on Building Roofs, Advances in Building Technology, Vol. 2. Elsevier.

2002. pp 1281-1288 by Yang H X, Chow W H, Burnett J. 18. Cap 102 - Waterworks Regulations - link 19. Cap 123 - Building Regulations - link 20. Cap 358 - Water Pollution Control Ordinance - link 21. Handbook on Plumbing Installation, WSD - link 22. Study On Green Roof Application In Hong Kong, ArchSD - link 23. Dongjiang Water Quality (April 2009 - March 2010) , Water Quality comparison with GB 3838-83, WSD - link 24. Quality Water Recognition Scheme for Buildings (QWRS), WSD - link 25. Voluntary Water Efficiency Labelling Scheme (WELS) , WSD - link 26. Code of Practice for Water-cooled Air Conditioning System, EMSD, Jan 2008 - link 27. Good Operation and Maintenance Practice of Fresh Water Cooling Towers for Air conditioning Systems, EMSD, Nov. 2011- link 28. Prevention of Legionnaires’ Disease Code of Practice, 2012, EMSD - link 29. Guidelines for Carbon Audit, 2010, EPD - link 30. WSD Circular Letters - link

bibliography

Water Use WU Terminology

• POTABLE – drinking water fit for human consumption • WELS – Water Efficiency Label Scheme • Local Yield – Annual Rainfall • Catchment – rainfall collecting area

3

Water Use Water Cycle (or Hydrological Cycle)

4

5

Water Use Catchment Local Yield

6 mcm - million cubic metre

Water Use Spot the difference

7

Water Use Hong Kong Water History

1957 Salt water to Shek Kip Mei & Lei Cheng Estates First in Hong Kong

8

Water Use Hong Kong Water History

1960

Supply Agreement Shenzhen Reservoir (Importing Water)

9

Water Use Hong Kong Water History

1964

Severe Water Rationing 4 hours service, every 4 days

10

Water Use Hong Kong Water History

1965 Dongjiang 68.2 mcm/year supply contract (Imported)

11

Water Use Hong Kong Water History

1973 Completion of Plover Cove Reservoir

12

Water Use Hong Kong Water History

1982 Water Rationing ended

13

Water Use Hong Kong Water History

1989 Dongjiang 1,100 mcm/pa supply contract

14

Water Use Hong Kong Water History

15

2003 Aquaduct commissioned Covered supply to HK

Water Gathering Grounds (HK)

Impounding Reservoir

Water Treatment Works Primary

Service Reservoir

Service Reservoir

To Consumers Pumping

Station

Service Reservoir

Pumping Station

Consumers

Consumers Raw Water From Dongjiang

Water Service

Service Reservoir

Consumers

Consumers

Pumping Station

Consumers

Consumers

Non-return Valve

Sea Level

Sea Wall

Sea Water Service

Promote through recognition lower impacts, and environmentally positive features “green features” for the whole lifecycle of the built environment.

Intent of BEAM

realign how we use water, redefining ‘waste’ in building operations, and raising awareness to ensure water is respected as a precious resource.

WU Intent

Water Use BEAM Intent

• Recognise those organisations who implement water and waste conservation

• Lower Carbon CO2e Emissions

20

Water Use BEAM Intent

• Raise awareness Water is a limited and precious resource

• Encourage GREEN FEATURES

21

Water Use BEAM Intent

• Encourage water and waste water Innovations

• Encourage use of 3rd party labelling e.g. WELS

22

23

Construction, Operation, Maintenance of Buildings require WATER

Traditional Sprinkler (Leaking)

No Irrigation

26

AHU AC Condensate

Water Use BEAM Rating Tools

• Each rating tool (NB, EB, BI) targets water and effluent conservation

• The criteria are similar, with some subtle differences

27

Green Features

Water Use Green Features

• Twin Water Tanks – Periodic Inspection – Periodic Cleaning – No INTERUPTION

29

Water Use Green Features

• Greywater ALTERNATE source – Contains bacteria, detergents, phosphates, etc. – water treatment – End use capacity

30

Water Use Green Features

• Rainwater Harvesting ALTERNATE source – Alternate water source, make-up water for cooling

towers, irrigation, fountains, etc. – Relieve pressure on Municipal Drainage system

31

Water Use Green Features

• Green Roof – Storage, relieving storm water pressure on Municipal

drainage system – Microclimate, lower energy consumption – Increase biodiversity

32

Water Use Green Features

• Labelling WELS – WSD scheme – Taps, Showers, Mixing taps – Voluntary Label – 1 = highest/best – Refer to www.wsd.gov.hk – On-going

33

Water Use Green Features

• High Tech Irrigation System

34

Water Use Green Features

• Labelling QWRBS • WSD scheme • EB Maintenance

– Quality – Water – Recognition – Scheme for – Buildings

35

Water Use Green Features

• No Plastic Water Bottles – Approx. 60,000,000 pa – Lower Carbon Emissions – Less waste

36

Water Use Green Features

• Cooling Tower Blowdown • Waste water from cooling towers can be re-used for

flushing water purposes

37

Water Use Green Features

YOUR IDEA HERE

(Innovations)

38

New Building

(NB)

Water Use WU NB Weighting

40

41

WuP1 Water Quality Survey

Rationale

1. Provide quality potable water for all building users

2. Parameters QWRSFB

Requirement

1. Water Sampling 2. Locations (all tanks and

farthest outlets in the distribution system)

3. Schematic and layout drawings c/w sample points highlights

4. Method statements, sample handling, etc.

5. Laboratory reports

Water Use

Test Parameters Same As WSD’s QWRSB

pH: Colour:

Turbidity: Conductivity:

Iron: E. Coli:

Total Coliform:

6.5 - 9. 2 ≦15 ≦3 ≦300 ≦0.3 NIL NIL

Water Use WuP1 Common Mistakes

• Testing standard – Incorrect parameters (not QWRSB) – Incorrect Laboratory (QWRSB)

WuP2 Water Saving Performance

Rationale

1. Conserve Water 2. Reduce sewer waste 3. Lower CO2

4. Minimize adverse environmental impacts

Requirement

1. Summary Table 2. Flow rate calculation at

working pressure 3. Schematic and Layout

drawings 4. Catalogue/cut sheets 5. Use baseline data

provided in BEAM manual

6. Records, Cx data, delivery notes, site photographs, etc.

Water Use WuP2 Common Mistakes

• Pressure – Fittings water flow rate declared (low flow taps,

showers, etc.) to based on working water pressure • Calculation

– baseline/project case comparison incorrect • Alternate Authority

– Inadequate justification for source of alternative data should be CIBSE guide, IOP manual, ASPE, etc.

lower flow rate

description size (mm) flow unit

shower 9.5 l/min

kitchen sink pillar tap (pantry) 22 6 l/min

kitchen sink mixer tap (pantry) 22 6 l/min

pillar tap 15 6 l/min

mixer tap 15 9 l/min

bath pillar tap 22 15 l/min

bath mixer tap 22 15 l/min

bidet 15 5 l/min

Pre-rinse spray valves kitchen 15 7 l/min

WC 15 7 L/flush

WC hose spray 15 5 l/min

Urinal 15 4.5 L/flush

Washing machine (horz) 15 12.6 L/kg/cycle

Washing machine (vert) 15 22 L/kg/cycle

WU Baseline / default Flow Data

Water Use

P = ρ g h

height (h)

tank

outlet

outlet

65.5 mpd

29.5 mpd

99.0 mpd

WuP2 Common Mistakes

h bar flow rate l/min

32.5 3.25 14 68.5 6.85 20

WuP2 Calculation format De

vice

dura

tion

(sec

onds

) Da

ily u

se p

er

occu

pant

W

orki

ng

Pres

sure

(bar

)

water flow rate @ working pressure

daily consumption per person

(L/min) (L/min) (L) (L) Baseline Built Baseline Built

Tap 45 10.00 5.00 3.00 6.00 4.00 5.00 3.33 Tap 46 15.00 1.00 3.00 8.00 4.50 2.00 1.13 Tap 47 10.00 5.00 1.00 6.00 2.50 5.00 2.08 Tap 48 15.00 1.00 1.00 8.00 3.00 2.00 0.75

daily consumption per person 14.00 7.29

occupants 30.00 30.00 Operating days 365.00 365.00

annual consumption (litres) 153,300.00 79,843.75 annual consumption saved (litres) 73,456.25

percentage water saved 48%

Same for baseline & built case

Wu1 Annual Water Use

Rationale

1. Encourage higher performance than PR

Requirement

1. Same as WUP1 2. Reward higher

performance. 3. Annual water saving of

20%, 25% or 30% earns 1, 2, or 3 credits respectively;

Water Use Wu1 Annual Water Use

• WUPp2 and WU 1 have identical requirements

• No need to duplicate calculations and supporting documentation

• One submission covering both WuP2 and Wu1 is acceptable

53

Wu2 Monitoring and Control

Rationale

1. Water Seepage APP105 2. Early water leakage

detection to minimize waste water

3. Encourage design 1. No embedded piping 2. exposed pipe leakage is

self evident

4. Coverage for ALL areas inside building(s)

Requirement

1. Summary Table 2. Schematic and layout

drawings (water) 3. Schematic and layout

drawings (detection system)

4. All Concealed piping including: Meter rooms, pipe ducts, risers, under floor, plant rooms, etc.

5. Record, log book, BMS output, photographs, etc.

Water Use Wu2 Common Mistakes

• Coverage, Coverage, Coverage – Detection system shall cover all concealed piping

including all plant rooms, ceiling voids, under raised floors, pipe ducts, water meter rooms, risers, and all other areas with concealed water pipework

– Exposed/surface mounted piping means any leakage is self evident

– Underground piping is excluded from Assessment

Wu3 Water Efficient Irrigation

Rationale

1. Integrated planning 2. Assess and minimise

environmental impacts

Requirement

Three Paths: 1. Irrigation system which

does not require municipal water after establishment period

2. Highly efficient irrigation technology

3. Alternate Source Greywater/Rainwater harvesting installation

Wu4 Water Recycling

Rationale

1. Conserve potable Water, use alternative source

2. Reuse water from showers, washbasin, condensate (not black water)

Requirement

1. Greywater/Rainwater harvesting installation

2. Calculations potable water conservation

3. Schematic and layout drawings

4. Catalogue/cut sheets 5. Records, log book,

meter readings, site photographs

58

Rainwater Greywater

sewer

roof

wash

Wu5 Water Efficient Appliances

Rationale

1. Appliances are dishwasher, washing machine, etc. (not taps/showers)

2. Reduce potable water consumption

Requirement

1. Calculation (BEAM Baseline data)

2. Schematic and layout drawings

3. Appliance information WELS label, catalogue, and data sheet

4. Records, delivery notes, site installation photographs

Water Use Wu5 Common Mistakes

– Incorrect application – Fixtures (taps, showers, etc.) are NOT Appliances

Wu6 Effluent Discharge

Rationale

1. Reduce impacts resulting from sewerage discharge to lower burden for municipal waste handling systems by 20%

2. Harbour Area Treatment Scheme (HATS)

Requirement

1. Summary Table 2. Schematic and layout

drawings 3. Calculation (only WC

and urinals considered) 4. Technical information

WELS label, catalogue, and data sheet

5. Records, delivery notes, As fitted drawings, record photographs

Water Use Harbour Area Treatment Scheme (HATS)

• HATS

62

Wu Innovation

Rationale

1. IA - Encourage new solutions, techniques, and or technologies that meet the Intent of a BEAM Innovation

2. PE - significant exemplar performance

3. Difficult, not automatic, subject to scrutiny

Requirement

1. Submission must include Quantitative data for the idea, with substantiation for the claimed emission reduction and or averted impacts

Existing Building

(EB)

Water Use

INDOOR ENVIRONMENTAL

QUALITY

ENERGY USE

SITE ASPECT

WATER 15%

MATERIALS ASPECTS

Category Weighting Wu EB

Water Use Difference between NB and EB

Wu P1 Water Quality Survey Wu P2 Minimum Water Saving Performance Wu P3 Water Conservation Plan Wu 1 Annual Water Use Wu 2 Monitoring and Controls Wu 3 Water Use for Irrigation Wu 4 Water Recycling Wu 5 Water Audit Wu 6 Effluent Discharge to Foul Sewers

Water Use Difference between NB and EB

Wu P1 Water Quality Survey Wu P2 Minimum Water Saving Performance Wu P3 Water Conservation Plan Wu 1 Annual Water Use Wu 2 Monitoring and Controls Wu 3 Water Use for Irrigation Wu 4 Water Recycling Wu 5 Water Audit Wu 6 Effluent Discharge to Foul Sewers

EB WuP3 Water Conservation Plan

Rationale

1. Promote continuous development

2. Encourage active management for water resources

Requirement

1. List responsible person 2. Report 3. Director signature

Water Use EBWuP3 Suggested Content

– Organization chart – Communication channels (staff, building users, etc.) – Water monitoring – Water Consumption – Action Schedule to reduce water consumption – Quantification of water savings – Prepared by an E&M engineer – director endorsement

EB Wu5 Water Audit (BONUS CREDIT)

Rationale

1. Raise awareness 2. Encourage reduced

water consumption and improved maintenance

Requirement

1. List Responsible person 2. Written Audit report

Water Use EBWu5 Suggested Content

– Objective, reduction of all types of water consumption, raising awareness

– Scope, Overview and detail of the scope of work, including exclusions i.e. tenants areas

– Operations, Overview and details of the building operation

– Maintenance, Overview and details of maintenance activities, deferred maintenance

– Drawings, AS FITTED schematic and layout drawings – Records, Inventory, records for all areas of water use,

regular monitoring, consumption, O&M, etc.

BEAM Interiors

(BI)

Water Use BEAM Interiors (BI)

• Designed for fitout renovation projects – Lower Environmental Impacts – Recognition – Water Conservation – Education – Raise Awareness

73

Water Use BEAM Plus Interiors (BI)

• Applications – Offices – Hotels – Retail – fit-out projects – Related areas of Host building

74

Water Use Wu BI

Wu 1 Water Quality Survey Wu 2 Minimum Water Saving Performance Wu 3 Reduced Effluent to Sewer Wu 4 No Bottled Water

Water Use BU Wu Summary

BI Wu1 Water Quality Survey

Rationale

1. Good Water Quality 2. Minimise demand for

plastic drinking bottles

Requirement

1. Similar to NB

BI Wu2 Water Saving Performance

Rationale

1. Minimize adverse environmental impacts

2. Encourage WELS

Requirement

1. Same As NB except 1 point for 30%, or 2 points 40% water saving

Duration - IR sensor

BI Wu3 Minimise Effluent Discharge

Rationale

1. Minimize adverse environmental impacts

Requirement

1. Similar to NB

BI Wu4 No Bottled Water

Rationale

1. Raise awareness 2. Reduce water bottle

usage 3. Reduce plastic waste 4. Encourage water coolers

with potable water

Requirement

1. List Responsible person 2. Layout plan with

equipment 3. Technical/cut sheets 4. Record photographs

81

Plastic Hong Kong Beach

Strategies

Water Use Strategies

• Lower (duration) Consumption • Lower (flow rate) Consumption • Alternate source (rainwater) • Recycle (greywater) • Eliminate (design out)

rainwater harvesting

HKG Observatory Website 25 July 2012

25 54

82

175

305

456

377

432

328

101

38 27

0

50

100

150

200

250

300

350

400

450

500

Jan Feb March April May June July Aug Sept Oct Nov Dec

Rai

nfal

l (m

m)

Mean Monthly Rainfall Hong Kong 1981-2010

data: http://www.hko.gov.hk/cis/normal/1981_2010/normals_e.htm#table2

Water Use Rainwater Harvesting

• First Flush – After long periods of dry weather debris, dirt, leaves,

etc. accumulate on the catchment area – simulation calculation should include the first flush

loss

(Water Treatment omitted for clarity)

Rainwater Harvesting

RAINFALL

DRAIN filter pump

filter

Rainwater Storage

Tank

Case Study – Rainwater I

Office Building Roof Area 30m x 30m (sqm) 900 Plot Ratio 10

Office Building GFA (sqm) 9,000 Occupancy (person/sqm) 9

Total Occupants 1,000 Occupants M:F Ratio 1:1

Male WC usage 500 Female WC usage (no dual flush) 2,000

Total WC operations per day 2,500

Case Study – Rainwater II

Capacity Roof Area 30m x 30m (sqm) 900

Rainfall *(m) 0.1 Collection Volume (cubic metres) 90

Collection Volume (litres) 90,000 WC cistern capacity (litres) 7.5

Capacity (for flushing operations) 12,000 Days Storage 4.8

* 2 hours rainfall on 29-07-2010

Month Jan Feb March April May June July Aug Sept Oct Nov Dec total Roof Area (sqm) 900 900 900 900 900 900 900 900 900 900 900 900 Roof Factor (K) 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 rainfall (mm/hr/sqm) 24.7 54.4 82.2 174.7 304.7 456.1 376.5 432.2 327.6 100.9 37.6 26.8 days 31 28 31 30 31 30 31 31 30 31 30 31 Duration (hours) 46 89 101 99 106 111 85 97 78 46 38 40 monthly rain (m/sqm/hr) 0.0247 0.0544 0.0822 0.1747 0.3047 0.4561 0.3765 0.4322 0.3276 0.1009 0.0376 0.0268 sub total (l/month) 1,278 5,447 9,340 19,457 36,335 56,955 36,003 47,164 28,747 5,222 1,607 1,206 First Flush Loss 500 500 500 500 500 500 500 500 500 500 500 500 total (l/month) 778 4,947 8,840 18,957 35,835 56,455 35,503 46,664 28,247 4,722 1,107 706 242,762 grass area (sqm) 200 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 requirement (l/sqm/d) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 irrigation demand (l) 43,400 39,200 43,400 42,000 43,400 42,000 43,400 43,400 42,000 43,400 42,000 43,400 511,000

Case Study – Rainwater III

Collection Σ = A.k.R.d – FF Where: A= area sqm K = catchment coefficient R = Rainfall HKO reference d = Days per month FF = First flush loss

Dual flushing devices

Rainwater Harvesting system

Water Use Rainwater Harvesting

• Popular • Not Innovation • Relatively low cost • Easy Implementation • On-site treatment • Local re-use

Water Use Rainwater Harvesting

• Applications:

–toilet flushing –water feature make-up –irrigation –cooling tower make-up

greywater

Water Use Greywater

• Used Water Sources: – Washbasins – Sinks, except kitchen – Showers – Baths – Washing machine rinse cycle – Condensate from Air Condition systems – Cooling Tower Blowdown

SEPARATE DUAL STACKS

Greywater

Water Use Greywater

• Precautions/Considerations – greywater may contain chlorine, sodium and

phosphorous from detergents – Untreated greywater cant be stored due to bacteria

growth – AVOID untreated direct application/human contact

Water Use

Greywater

• Potential Greywater Applications

• Actually depends on water treatment standard: – Toilet/Urinal flushing – Irrigation – Make-up for water feature – Make-up for cooling tower – Make-up water for Cleansing water

HKIA

Conservation

duration - IR sensor

lower flow rate

WSD WELS Water Efficiency Labelling Scheme

lower flow rate

Dual Flush WC water tap c/w infrared sensor

Urinal c/w infrared sensor

Case Study: ICAC Headquarters

Irrigation

Green = good?

Water Use Landscaping Irrigation

Plan/Consider the environmental impact:

–Watering demand –Species selection (native) –Irrigation System - Use alternate

Greywater / Rainwater water –Fertilizer –run off

Water Use Consider Species

• drought tolerant tree species: – Acacia baileyana (NSW provenance) – Acacia melanoxylon (Victorian provenance) – Casuarina cunninghamiana Brachychiton

acerifolia (Flame Tree very similar in appearance to the Delonix regia in HK)

– Eucalyptus camaldulensis (Inland provenance) – Eucalyptus citriodora Eucalyptus sideroxylon

(Inland provenance)

Traditional Sprinkler Leaking

Subterranean Irrigation

Water Use Legionella Assessment & Prevention

• Legionella is a waterborne bacteria that causes potentially fatal Legionnaires‘ disease, and flu-like illness called Pontiac Fever

• Present in nature, in lakes, rivers, stream, groundwater at low concentrations

• Given the right conditions, it can proliferate, and cause human infection

• Refer Hong Kong Code of Practice

115

Water Use Examination

15% Framework + Innovation 25% SA Site Aspects 10% MA Materials Aspects 25% EU Energy Use 15% IEQ Indoor Environmental Quality 10% WU Water Use

117

Thank you

Any Questions?

Water Use

T +852 3610 5700

F +852 3996 9108

www.beamsociety.org.hk

1/F Jockey Club Environmental Building,

77 Tat Chee Road, Kowloon, Hong Kong 香港九龍塘達之路77號賽馬會環保樓1樓

118

For later questions, please email us: [email protected]

Water Use Keywords

• QWRS - Quality Water Recognition Scheme • 優質食水認可計劃 • WELS - Water Efficiency Labelling Scheme 用水效益標籤計劃

• HATS - Harbour Area Treatment Scheme 淨化海港計劃 • Legionella 退伍軍人病桿菌 • Potable Water Storage Tanks 食水缸 • Rainwater Harvesting 雨水收集 • Flushing Water / Sea Water 沖廁水 / 海水 • Greywater Irrigation 污水灌溉 • Periodic Inspection 定期檢查

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