Environmental Safeguard Monitoring Report
Project No. 44444-013 Quarterly Report June 2019
Bhutan: Second Green Power Development Project (118 MW Nikachhu Hydropower Project)
Prepared by the Tangsibji Hydro Energy Limited for the Asian Development Bank.
This environmental safeguard monitoring report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.
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Environmental Safeguard Monitoring Report
Reporting period : October 2018 to December 2018
Date : June 24, 2019
118 MW Nikachu Hydro Power Project
Prepared by the Tangsibji Hydro Energy Limited for the Asian Development Bank
This environmental safeguard monitoring report is a document of the borrower and
made publicly available in accordance with ADB’s Public Communications Policy 2011
and the Safeguard Policy Statement 2009. The views expressed herein do not
necessarily represent those of ADB’s Board of Directors, Management, or staff.
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Abbreviations
ADB Asian Development Bank
BHUCORE Bhutan Consultant for Research and Environment
CDM Clean Development Mechanism
DGPC Druk Green Power Corporation
DOFPS Department of Forest and Park Services
EMP Environment Management Plan
ESIA Environment and Social Impact Assessment
GNHC Gross National Happiness Commission
GRM Grievance Redress Mechanism
GEOG Administrative Unit Below District
HRT Head Race Tunnel
JSWNP Jigme Singye Wangchuck National Park
MW Mega Watt
PDD Project Design Document
POE Panel of Experts
RP Resettlement Plan
RPM Respirable Particulate Matter
SPM Suspended Particulate Matter
TCBEM Technical Committee for Biodiversity and Environment
Management
THyE Tangsibji Hydro Energy Limited
TRT Tail Race Tunnel
TSPM Total Suspended Particulate Matter
TSS Total Suspended Solids
WMD Watershed Management Division
WWF World Wildlife Fund
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Table of Contents
Executive Summary ........................................................................................................ 6
1.0 Introduction ............................................................................................................... 6
1.1 Brief Project Descriptions .......................................................................................... 6
1.2 Project progress status and implementation schedule .............................................. 8
Physical Progress for MP-1 Package Works ................................................................... 8
Physical Progress for MP-2 (M/s Voith Indai) ................................................................ 13
Material Receipt Status ................................................................................................. 13
Material Dispatch Status ............................................................................................... 14
Manufacturing Status .................................................................................................... 14
2.0 Compliance to National Regulations ....................................................................... 15
3.0 Compliance to Environmental Covenants from the ADB Loan Agreement .............. 20
4.0 Compliance to Environmental Management Plan.................................................... 27
4.1 Construction Phase ................................................................................................ 27
4.1.1 Establishment of a Biodiversity Management Committee .................................... 27
4.1.2 Catchment Management Plan .............................................................................. 27
4.1.3 Solid Waste Management at Offices, Colonies and Worker Camps..................... 28
Waste Reduction ........................................................................................................... 29
Waste Reuse ................................................................................................................. 29
Waste Recycling ........................................................................................................... 31
Waste Segregation for recycling ................................................................................... 32
Awareness .................................................................................................................... 32
4.1.4 Transmission line tower installation (Land Clearing) ............................................ 32
5.0 Safeguards monitoring results and unanticipated impacts ...................................... 33
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5.1 Environmental Monitoring ........................................................................................ 33
5.2 Occupational Health and Safety Monitoring ............................................................ 34
5.3 Monthly Hydrology Discharge Rate ....................................................................... 35
5.4 Vibration Monitoring ................................................................................................ 35
6.0 Grievance Redress Mechanism (GRM) ................................................................. 36
7.0 Conclusion .............................................................................................................. 37
Appendices ................................................................................................................... 38
Blast and Ground Vibration Monitoring Report .............................................................. 40
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List of Tables
Table-1 Physical progress of MP-1 Package ................................................................. 8
Table-2 Compliance To Environmental Clearance ........................................................ 15
Table-3 Compliance to Environmental Covenant of ADB Loan Agreement .................. 20
Table-4 Air Quality Measurements National Standard .................................................. 33
Table-5 Noise Measurements National Standard .......................................................... 34
Table-6 Safety Training and Drills................................................................................ 34
Table-7 Monthly Hydrology Discharge Rate .................................................................. 35
List of Figures
Figure-1 Location map of the project HRT alignment and geo-physical map ……………7
Figure-2 Construction of sedimentation tank by discarded dumper buck ...................... 29
Figure-3 Waste oils are stored in safe manner and displaced with proper signage ...... 30
Figure-4 Barrels reused to collect dry waste ................................................................. 30
Figure-5 Pet bottles used to create canopy at power house client facility ..................... 30
Figure-6 Cements bags reusing for blasting purposes for tunnel excavation ..……….. 32
Figure-7 Development of scrap yard ............................................................................. 31
Figure-8 Installation of wire mesh bins at the area adjacent to Tsheringma Drupchhu for
local vegetable vendors ................................................................................................. 32
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Executive Summary
The contractor has deployed 403 labours at the project site where 25.1 % of the
progress has been achieve for civil and hydro mechanical works and 76.13 for 132 kv
transmission line as of November 2,2018. The expenditure incurred on the investigation
of Nikachhu project till the inception of Tangsibji Hydro Energy Limited (THyE) amounts
to nu. 214.43 million. THyE had spent nu. 3,708.05 million from 2014 to till December
31, 2018.
Waste management, monitoring of noise, air and water quality, health and safety
meeting, housekeeping, monitoring along muck disposal area and along transmission
line are some of the activities covered in this quarter. The implementation of
environment management plan (EMP) and resettlement plan (RP) are in full swing and
frequent monitoring of the construction site is being carried out jointly with range office,
Tronga and Chendebji forest management unit.
1.0 Introduction 1.1 Brief Project Descriptions
The Environment and Social Impact Assessment (ESIA) studies, EMP and RP
of Nikachhu Project were carried out by M/s Bhutan Consultant and Research
(BHUCORE). M/s. Price Water Coppers (PWC) recruited by Asian Development
Bank (ADB) was in-charge of an oversight role for the ESIA.
Nikachhu Hydropower Project is located in Trongsa Dzongkhag and stretches
over 25 km from Dam, at Lorim, to Power House; at Norbuodi with 12.14 km
Head Race Tunnel (HRT) having five intermediate adits. With the construction
of 38 m high dam, 12.28 acres of land will be impounded by 810 m
water back-flow. The temporary land acquisition equivalent to 262.50 acres,
including the 59.3 acres land for the Transmission Line of Construction
Power, and the permanent land acquisition equivalent to 45.66 acres was
made for the project.
The Environmental Clearance for development of Nikachhu Project and 132 kv
Transmission Line was obtained from National Environment Commission of
Bhutan on July 01, 2014 and November 28, 2014 respectively. There was
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no physical displacement or significant resettlement impact. The total of
approximately 0.6 acre of land was required to be acquired for project and
transmission line. The total number of Household affected are 11 in project
areas and 4 Households for Transmission Line.
Figure-1 Location map of the project HRT alignment and geo-physical map
With an estimated energy generation of 491.52 MU, 85 % shall be exported
which will not only enable revenue generation for the nation but also reduce
Green House Gas emission in the neighboring country by replacement of
fuel by clean and renewable energy, hydropower. Further, the outflow from
Nikachhu Project into Mangdechhu reservoir provides additional energy
generation of 323.77 MU to Mangdechhu Hydro Electric Project. Currently,
the preparation of Project Design Document ( PDD) for Clean Development
Mechanism (CDM) registration stands completed and PDD has been submitted to
National Environment Commission for Host Country Approval.
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1.2 Project progress status and implementation schedule
Physical Progress for MP-1 Package Works
The physical progress for MP-1 packages as of December 31, 2018 against the
construction schedule is as following:
Table-1 Physical progress of MP-1 Package
Component
Progress Achieved till December 31,
2018 As per Revised Schedule
A. Head Works
A.1
Right Bank Excavation
Excavation should have
completed on 14/4/2018.
Out of the estimated quantity of
32,815 m3, completed the
excavation of 32,162.00 m3.
A.2
Left Bank Excavation
Excavation should have
completed on 16/5/2018.
Completed 39,565 m3 out of total
excavation estimated quantity of
80,865 m3.
A.3
Adit to Desilting Chambers
Should have completed the
excavation on 15/5/2018.
Completed 100% on 18th December,
2018
A.5
Adit to D/s goc
Should have completed
excavation on 1/2/2018.
Out of total length of 208.58 m,
205.5 m has been completed.
Currently, the excavation is running
through adverse geology, hence the
progress is slow.
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A.6
SFT
Completed length 0f excavation of
123.7m of total length 340.87 m.
SFT branch excavation to be
completed by 1/3/2019.
A.7
Plunge Pool
Should have completed on
16/10/2018
Completed excavation quantity of
6,959 m3 of total quantity of 18,618
m3.
B. Head Race Tunnel
B.1
HRT Adits Should have completed
excavation on 29/1/2018 for Adit
I, Adit II on 10/1/2018, Adit III on
9/6/2018, Adit IV on 11/6/2018
and Adit V on 23/5/18.
All the adits of HRT (Adit I, II, III, IV
& V) have been completed.
B.2
Face 1
Completed excavation length of
307.3 m against the total length of
1093.21 m.
Should have completed
excavation by 11/6/2019
B.3
Face 2
Excavated the length of 261.5 m
against the total length of 1356.28
m.
Excavation should be
completed by 10/6/2019
B.4
Face 3
Excavation to be completed by
10/6/2019
Completed excavation length of
443.5m against the total length of
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1122.60 m.
B.5
Face 4
Excavation to be completed by
31/5/2019
Excavated 302.5m against the total
length of 1162.13 m.
B.6
Face 5
Out of total length of 1332.76 m,
completed excavation of 796.5m.
Excavation to be completed by
31/5/2019
B.7
Face 6
HRT Face 6 –Excavation to be
completed by 16/8/2019
High Ingression of water
encountered at the completed length
of 597.2 m on June 20, 2018.
Hence, realigning the tunnel was
carried out from RD 536m and is
completed excavation length up to
610 m.
B.8
Face 7
Excavation should complete by
16/8/2019
Out of total length 1357.67 m,
completed excavation of length
216.1 m.
B.9
Face 8
Excavation should complete by
23/12/2019
Out of total length 1309.11 m,
completed excavation of length
200.5 m.
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B.10
Face 9
To be completed by 23/12/2019
Out of total length 1496.46 m,
completed excavation of length 6 m.
B.11
Face 10
To be completed by 20/10/18
Out of total length 325.65 m,
completed excavation of length 6 m.
C. Power House Component
C.1
Adit to Surge Shaft Top
Excavation should have
completed on 3/7/2018
Completed excavation length of
244.6m against the total length of
397.04 m.
C.4
Power House Crown Excavation Excavation to be completed by
5/3/2019. 100% completed.
C.9
Adit to Top Bend of Pressure
Shaft(PAC)
Excavation should complete by
December 9, 2018
Completed excavation length of
50.6m out of total length of 108 m.
C.10
T/F Cavern Crown Excavation should have
completed on July 30, 2018 100% completed.
C.11
Bottom Horizontal Pressure Tunnel
(BHPT) U/s Adit
Bottom Horizontal Pressure
Tunnel excavation should be
completed on 28/12/2020 100% completed on November 30,
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2018.
C.12
Bottom Horizontal Pressure Tunnel
(BHPT) D/s Adit
100% completed on November 30,
2018.
C.13
Pilot Hole Upper Limb
To be completed by 2/5/2019
Completed excavation length of 79
m out of total length of 307m.
C.14
Connecting Tunnel
Completed excavation length of 6.5
m out of total length of 307m.
C.15
Main TRT
D/s TRT: Completed excavation
length of 94.5 m out of total length
404 m.
D/s TRT should complete on
24/12/18
U/s TRT: Completed
U/s TRT should complete on
7/8/2019
C.16
Unit TRT
Completed excavation length for Unit
TRT 1 of 15 m out of 85 m and Unit
TRT 2 of 22.5 m out of 85 m.
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Physical Progress for MP-2 (M/s Voith Indai)
As on December 31, 2018, E&M progress is achieved up to 62.4%. The progress
work includes Engineering, Manufacturing/Procurement, and transportation of some
of the E&M Equipment/machines.
Material Receipt Status
The following E&M equipment had been dispatched and stored at Phuentsholing store
as on December 31, 2018:
a) 150 T/ 30 T/ 5 T Power House EOT Crane (Supplier- M/s Unique Industrial Pvt. Limited,
Nasik).
b) Earthing Rod (32 mm dia) -2 Lots (Supplier- M/s Magdiel Engineering Private Limited,
Gaziabad).
c) Distributor Pipe for Unit-1 and Unit 2 (Supplier- M/s Voith, Vadodara).
d) 11 kv Isolated Phase Bus Duct (Supplier- M/s C&S Electric, Hardiwar).
e) 7 Nos. Single Phase, 25 MVA Generator Transformers along with Mandatory Spares
(Supplier- M/s Toshiba T&D (India) Limited, Telengana).
f) 132 kv Disconnecting Switches with Earth Switch (Supplier-M/s ABB India Limited,
Vadodara).
g) PLCC System along with Mandatory Spares, Special Tools & Plants (Supplier-M/s ABB
India Limited, Mumbai).
h) Lightning Arrestors along with Accessories (Supplier-M/s Oblum Electric Industries,
Telengana).
i) 630 kva DG Set with accessories (Supplier-M/s Jackson Limited, Surat).
j) 1st Lot of PLCC System (Supplier-M/s ABB India Limited, Mumbai).
k) Capacitive Voltage Transformers (cvts) and Wave Traps (wts) (Supplier- M/s GE T&D
India Limited, Hosur, India).
l) 1st Lot of Cable Tray and Support System (M/s Indiana Gratings Private Limited, Pune,
India).
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m) Protection System (M/s GE T&D India Limited, Chennai, India).
n) Oil Handling and Purification System (M/s Cee Dee Vaccum Equipment Private Limited,
Pune).
o) 145 kv Gas Insulated Switchgear (Supplier- M/s Toshiba India Limited, Hyderabad).
p) 2 Lots Static Excitation System along Accessories (Supplier-M/s Voith Digital Solution,
Faridabad).
q) Unit Aux. Transformers, Station Aux. Transformer, Station Service Transformers and
Excitation Transformers (Supplier- M/s Raychem RPG India Limited, Pune).
r) Current Transformers (Supplier- M/s G.E T&D Limited, Hosur).
s) Generator Stator Bars for Unit#1 and Unit #2 (Supplier- M/s Voith Hydro, Brazil).
t) Stator Fixing Elements (Double Dovetail Bars) (Supplier- M/s ZOLLERN gmbh,
Germany).
u) PPV EOT Crane (Supplier-M/s GRIP Engineers Limited, Faridabad).
Material Dispatch Status
a) MDCC for Butterfly Valve issued on October 02, 2018 (Supplier- M/s Hubei Hongcheng,
China)
b) MDCC for High Pressure Unit of Main Inlet Valve and Penstock Protection Valve issued
on October 15, 2018. (Supplier- M/s Hydac India Limited, Coimbatore, India)
c) MDCC for Turbine Housing and Pit Liners including Anchorage Materials issued on
October 30, 2018 (Supplier- M/s Voith Hydro, Vadodara).
Manufacturing Status
a) Manufacture of Stator Frame completed. FAT completed at works of M/s VOITH at
Vadodara from September 26, 2018.
b) Manufacture of GIS EOT Crane completed. FAT successfully conducted at works of M/s
GRIP Engineers Limited, Faridabad on November 15, 2018.
c) Manufacture of Runner disc and blade at M/s Voith Hydro, Vadodara is under progress.
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2.0 Compliance to National Regulations
The Environment Clearance for construction of 118 MW Nikachhu Hydropower Project was accorded from National
Environment Commission Secretariat on July 01,2014 with the terms and condition highlighted in the table.
Table-2 Compliance To Environmental Clearance
Environmental
Clearance
Compliance requirement under this
regulation
Compliance status
Remark
Clause 9 The holder shall ensure that the
implementation of the proposed
project is strictly confined within the
allocated area.
Complied. Periodic monitoring carried out by Field
staff of the BFTD and CFU.
Clause 15 The holder shall ensure that local
residents, households, communities,
public, private parties and religious,
cultural, historical and ecologically
important site are not adversely
affected by the construction of
proposed project.
Complied.
NA
Clause 18 The holder shall ensure that the
implementation of the proposed
project, except the Dam, does not
Being compiled With the construction of HRT for the
Nikachhu Project in progress, the Face 6 of
HRT ADIT III has been facing high water
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Environmental
Clearance
Compliance requirement under this
regulation
Compliance status
Remark
lead to blockage, storage or
diversion of river, stream, irrigation
channel, waterfall and underground
water source.
ingression since 1030 Hours of 20thjune,
2018.
He heavy discharge of water from the
ADIT-II has damaged a portion of the
irrigation located below the ADIT-III muck
yard. However currently 250 diameter
HDPE pipes with estimate length of 20
meters is layered to protect the irrigation
channel. For a long term restoration work,
consultation with Geog, Public and
contractor are being carried out.
Clause 19 The holder shall ensure that a buffer
of at-least 100 ft is maintained
between the project activities and
water streams.
NA Maintaining buffer from streams was not
practical where the road alignment has to
cut the water body. However, mitigation
measures, for elimination of impact on
water, such as causeways, and hume pipes
were constructed.
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Environmental
Clearance
Compliance requirement under this
regulation
Compliance status
Remark
Clause 21 The holder shall ensure Biodiversity
Management Plan and
Compensatory Afforestation
Program are implemented in
coordination with the Department of
Forest and Park Services (DOFPS)
to minimize biodiversity impacts.
Complied. The institutional arrangements are in place
and activities being initiated.
Clause 22 The holder shall ensure that the
construction works at Adit-II are not
carried out from 10 pm to 6 am.
Complied. The complete excavation work for the
ADIT-II on January 31,2018 with length of
766.5 m achieved against 764.54 m,
activities/construction works are minimal.
Clause 24 The holder shall ensure that felling
of trees if required are done only
upon obtaining approval from
DOFPS and as per the conditions of
the approval.
Complied. Trees are removed only after obtaining
approval from the DOFPS
Clause 28 The holder shall ensure that Complied. Construction waste are well disposed in the
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Environmental
Clearance
Compliance requirement under this
regulation
Compliance status
Remark
Environment Friendly Road
Construction techniques are
adopted for construction of access
roads.
designated area, cut and fill method is
adopted. Example rigid pavement of the
access road at Dam and Power House.
Clause 29 The holder shall ensure that the bio-
engineering practices are adopted
on all roadside slopes.
Complied. Bioengineering works are carried by
DOFPS. Fast growing plants such as
Erythrina sp. And fodder grasses are used.
Clause 30 The holder shall ensure construction
of side drains, cross drains,
causeways, and other supporting
structures to prevent soil erosion,
improve usability and sustainability
of road.
Complied. Cross drains and side drains are developed
where ever stream crosses the access
roads.
Clause 36 The holder shall ensure that no raw
materials of any kind, machineries,
plants and equipment and
excavated materials are staked
Complied Plants, machines, equipements and
excavated are managed within the project
area.
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Environmental
Clearance
Compliance requirement under this
regulation
Compliance status
Remark
along the highway.
Clause 37 The holder shall ensure safe and
smooth flow of traffic along the
highway.
Complied. Movement of the project vehicle are along
the highway are minimal and safety is
being ensured.
Clause 40 The holder shall ensure dusts are
suppressed.
Complied. Activity such as regular sprinkling of water
is initiated.
Clause 46 The holder shall ensure that dump
sites are stabilized with appropriate
protection measures
Complied. All dump sites are developed with
protection wall/gabion wall.
Clause 52 The holder shall ensure that waste
generated from the labour camps
and work sites are managed as
required under WPMA of Bhutan.
Complied. Dust bins with labels are provisioned at
labour camp for segregation. Compost pits
are developed at each communal mess
area. Mass cleaning practiced every 2nd
date of every month and one garbage
compactor is placed for safe and
environmentally disposal of the wastes.
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Environmental
Clearance
Compliance requirement under this
regulation
Compliance status
Remark
Clause 59 The holder shall ensure that safety
gadgets are provided to all workers
and any person entering the
worksite.
Complied. PPE are provided to workers and person
entering the worksite.
Clause 66 Ensure that signboards are erected
at the starting point of the project
area
Complied Signboards are erected
3.0 Compliance to Environmental Covenants from the ADB Loan Agreement
Table-3 Compliance to Environmental Covenant of ADB Loan Agreement
Schedule #, para. # Covenant Compliance status Remark
Schedule 5,
Paragraph 3
The Beneficiary shall ensure, or cause DGPC
and THyE to ensure, that the preparation,
design, construction, implementation,
operation of the Project and all Project facilities
comply with (a) all applicable laws and
regulations of the Beneficiary relating to
Complied.
21
Schedule #, para. # Covenant Compliance status Remark
environment, health, and safety; (b) the
Environmental Safeguards; (c) the ESIA; and
(d) all measures and requirements set forth in
each EIA and EMP, and any corrective or
preventative actions set forth in a Safeguards
Monitoring Report.
Schedule 5,
Paragraph 4
The Beneficiary shall ensure, and cause
DGPC and THyE to ensure, that (a) there are
no measurable adverse impacts on critical
habitat that could impair its ability to function;
(b) there is no reduction in the population of
any recognized endangered or critically
endangered species; and (c) any lesser
impacts are mitigated. Without limiting the
generality of the foregoing, the Beneficiary
shall cause DGPC and THyE to establish a
biodiversity management committee
acceptable to ADB that (a) shall be responsible
for implementation monitoring and evaluation
of the biodiversity conservation and
Complied. Biodiversity Management
Committee constituted.
Monitoring and implementation
are done by the committee.
22
Schedule #, para. # Covenant Compliance status Remark
biodiversity management plan as outlined in
the relevant EMP and (b) shall ensure that the
Project facilities are constructed and operated
in a manner consistent with the JSWNP
Management Plan
Schedule 5,
Paragraph 5
The Beneficiary shall cause DGPC and THyE
to (a) assess on a continuous basis, in
accordance with the relevant EMP, the
minimum environmental water flow
requirements during the operation of the
Project facilities; and (b) ensure a minimum
water flow, at a level acceptable to ADB, so as
to minimize downstream impacts and make
sure there is no net loss of downstream
aquatic biodiversity arising from the operation
of hydropower facilities in the Mangdechu river
basin, including from the Project facilities and
the Mangdechu Hydroelectric project. The
Beneficiary shall cause DGPC to establish a
funding mechanism or internal resources to
Not relevant at this
stage of project
phase.
23
Schedule #, para. # Covenant Compliance status Remark
ensure integrated water resources
management for the Mangdechu river basin,
including compliance with the minimum
environmental water flow requirements as set
out in the preceding sentence
Schedule 5,
Paragraph 6
The Beneficiary shall ensure, or cause DGPC
and THyE to ensure, that all land and all rights-
of-way required for the Project, and all Project
facilities are made available to the Works
contractor in accordance with the schedule
agreed under the related Works contract and
all land acquisition and resettlement activities
are implemented in compliance with (a) all
applicable laws and regulations of the
Beneficiary relating to land acquisition and
involuntary resettlement; (b) the Involuntary
Resettlement Safeguards; and (c) all
measures and requirements set forth in the
RP, and any corrective or preventative actions
Being Complied. Land acquisition and
Resettlement activities are
carried out in accordance with
applicable laws and regulation.
All necessary compensation
such as land development cost
are disbursed, land
replacement are processed by
National Land Commission.
24
Schedule #, para. # Covenant Compliance status Remark
set forth in a Safeguards Monitoring Report.
Schedule 5,
Paragraph 7
Without limiting the application of the
Involuntary Resettlement Safeguards, and the
RP, the Beneficiary shall ensure or cause
DGPC and THyE to ensure that no physical or
economic displacement takes place in
connection with the Project until (a)
compensation and other entitlements have
been provided to affected people in
accordance with the RP; and (b) a
comprehensive income and livelihood
restoration program has been established in
accordance with the RP
Complied. Land development cost and
restricted land use allowance
are disbursed to the affected
house hold as per RP and
livelihood restoration
programme such as weaving,
dying training are given.
Schedule 5,
Paragraph 11,
bullet ‘a’
Submit quarterly Environmental Safeguards
Monitoring Reports and semi-annual
Involuntary Resettlement Safeguards
Monitoring Reports to ADB during construction
of the Project facilities and annual
Environmental Safeguards Monitoring Reports
Being complied.
25
Schedule #, para. # Covenant Compliance status Remark
during operation of the Project facilities, and
disclose relevant information from such reports
to affected persons promptly upon submission;
Schedule 5,
Paragraph 11,
bullet ‘b’
If any unanticipated environmental and/or
social risks and impacts arise during
construction, implementation or operation of
the Project that were not considered in the
relevant EIA, EMP or the RP, promptly inform
ADB of the occurrence of such risks or
impacts, with detailed description of the event
and proposed corrective action plan;
Complied.
ADB and relevant agencies
(NEC) has been informed
during occurrence of
unanticipated environmental
and social risk. E.g. Impact
bought by the Face 6 incident
on irrigation channel and
drying up of a stream.
Schedule 5,
Paragraph 11,
bullet ‘c’
No later than 31 March 2015 engage a panel
of experts to monitor and report upon Project
implementation, and facilitate the carrying out
of any monitoring activities by such panel; and
Complied. Panel of Expert engaged as
desired by the schedule 5,para
11.
Periodic monitoring carried out
by the POE on implementation
of the EMP and RP
Schedule 5, Report any actual or potential breach of Complied. Compliance are achieved
26
Schedule #, para. # Covenant Compliance status Remark
Paragraph 11,
bullet ‘d’
compliance with the measures and
requirements set forth in the relevant EIA,
EMP or the RP promptly after becoming aware
of the breach.
without any breach.
27
4.0 Compliance to Environmental Management Plan 4.1 Construction Phase 4.1.1 Establishment of a Biodiversity Management Committee
Biodiversity Management Committee as constituted for effective implementation of
Biodiversity Conservation Programme enlisted in EMP, with members from different
stakeholders such as Forest Officers from the Wildlife Conservation Division, Jigme
Singye Wangchuck National Park (JSWNP), Forest Territorial Division and
Dzongkhag Forest Office, Zhemgang; National Biodiversity Center; Royal Society
for Protection of Nature; Department of Livestock; and THyE. The first committee
meeting was held from 2-4 February 2016.
The third Technical Committee for Biodiversity and Environment Management (TCBEM)
meeting was held on March 29, 2017. During the meeting, as decided in the second
TCBEM meeting, conservation proposals were presented by various members of which
establishment of rescue center, wildlife survey, Golden Langur radio tagging and Eob
tagging of Hornbill was given priority.
Followed by fourth TCBEM (Attached as Annexure-I) meeting held at November 28, 2018
at Thimphu following points were discussed:
Wildlife conservation on rescue and release programme, Wildlife Surveys and
Monitoring in the Biological Corridor
Anti-Poaching Measures
Development of Eco-tourism – e.g. Development of Bird watching trail
Raising Awareness on Environmental Safeguards
Wildlife Surveys and Monitoring in the Biological Corridor
4.1.2 Catchment Management Plan
The EMP requires various catchment management programs comprising rapid
classification of micro-watersheds, assessment of critical micro-watersheds, and
implementation of management plans.
The Watershed Management Division (WMD) under DOFPS has carried out rapid
assessment of watershed along Nikachhu since September 2015 under the fund
covered by World Wildlife Fund (WWF). 32 sub-watersheds were assessed including
28
13 in Tangsibji Geog. 31 sub-watersheds are classified and normal and one as pristine.
However, four sub-watersheds are classified as degraded by f u n c t i o n of
which two Tsheringmaa Drupchhu and Zalamchhu) fall in Nikachhu project area. The
WMD is currently preparing Integrated Watershed Management Plan (IWMP) for the
two micro-watersheds under Sephu and shall not cover degraded sub-watershed under
Tangsibji.
During fourth TCBEM meeting following discussion were held on Catchment
Management Plan:
WMD informed that the Integrated Watershed Management Plan for the Nikachhu
catchment is being prepared under the fund support of WWF.
It was informed that the report did not cover Tsheringma Drupchu.
In this regard, the Chairman informed the WMD to study Tsheringma Drupchu and
submit proposal to THyE before February 2019 with the financial implications in detail.
The study on Tsheringma Drupchu will be discussed during the fifth TCBEM and then
forward for approval to THyE and the Gross National Happiness Commission (GNHC)
for final execution.
4.1.3 Solid Waste Management at Offices, Colonies and Worker Camps
M/s HCC has employed 790 non-national labours and 42 national labours at the
construction site of the project. The sources of the waste is mainly generated from
temporary colonies and construction site. Waste are generally categorized into two:
Wet and Dry waste from the project area. Dry waste includes PET bottles, papers,
card boards, metals, glasses and organic, oil and grease as wet waste. Improper
waste management would cause negative impact on visual aesthetic and may deter
mine Health and Environment of the workers. As per Waste prevention and
management act 2009, waste shall be reduced at source, reused, recycled and
disposed in sound manner.
Solid Waste Management at offices, colonies and workers camps in line with Waste
Prevention and Management Regulation 2012, THyE listed out some of the the
activities initiated to put into practice to promote Reduce, Reuse, Recycle, and
29
waste segregation at construction site of the 118 MW Nikachhu Hydro Power
Project.
Waste Reduction
Electricity and LPG is used for cooking and heating proposes. Establishment of
communal mess at each project site has resulted to use resources efficiently and
effectively. The project is able to establish 7 communal mess with medium size
water boilers are being distributed to minimize use of mineral water bottles at the
construction site.
Waste Reuse
It’s a widely adopted method in the project area, HCC has stored the waste oils into
barrels and are specifically used in the maintenance and running of the machines.
Cement bags are used inside the tunnel for blasting purposes. Metal, rods and CGI
sheet are used in the construction of the residential and sheds at the construction
site.
Figure-2 Construction of sedimentation tank by discarded dumper buck
30
Figure-3 Waste oils are stored in safe manner and displaced with proper signage
Figure-4 Barrels reused to collect dry waste
Figure-5 Pet bottles used to create canopy at power house client facility
31
Figure-6 Cements bags reusing for blasting purposes for tunnel excavation Waste Recycling
Compost pits are established at each project mess area with an aim of reducing the
waste from the source. The compost pits located at communal mess area at dam and
Adit-I was not advisable on noticing Human Wildlife confrontation especially with
monkeys. For this reasons wet waste from these two areas are being collected and
disposed to the Zongkhalum landfill site in Trongsa municipal area.
Figure-7 Development of scrap yard
Scrap yard established at ADIT-II for effective storage, the scrap will be sold to the
relevant company after completion of the construction phases.
32
Waste Segregation for recycling
At the construction site, contractor has developed scrap yard with respect to the
availability of the space. One such scrap yard has been developed at ADIT-II and ADIT-
III construction site owing to the availability of the spaces. For the client facility two-
wheeler garbage bins are being distributed to practice waste segregation at sources.
Figure-8 Installation of wire mesh bins at the area adjacent to Tsheringma Drupchhu for local vegetable vendors
Awareness
In promotion to Druk Green Being initiative, DGPC has started off with the Being Green
initiative and advocacy program to protect river catchment areas and improve waste
management programme in which schools participate in the waste collection and are
awarded with cash prizes both from Druk Green and Greener way depending on th
Waste collected. Such initiatice can be replaced and their parents to reduce waste
(especially in Tangsibji villange which is nearby).
4.1.4 Transmission line tower installation (Land Clearing)
The 10% advance amounting to Nu. 23.380 million was released by THyE to BPC
on December 14, 2016. As per the directives of DHI and BPC Board, BPC have
awarded the erection works of transmission line to CDCL. The Contract was
signed between BPC and CDCL on July 26, 2017 at Nu. 113.862 million. CDCL
33
had completed erection of tower at 4 locations, foundation casting of14 tower
locations and benching of 35 tower locations.
Initially, the transportation of construction materials by machineries was
not envisaged. However, considering the rugged terrain and steep
topography, the marching of machineries was required for transportation of
heavy tower materials from road head to some tower locations. Because o f
the s i te condi t ions and requirements, temporary approach road of total length
2,750.10 meter and 3-meter width was constructed at 15 access point. The
access road construction required clearing of bushes. The Forest Clearance for
the machine marching were accorded on July 25, 2018 from Department of
Forest and Parks Services, Bumthang Division. Once the construction of 132
kv transmission line is completed, the area shall be restored to its original state.
As of December 31, 2018, CDCL has completed foundation casting of 25 towers,
benching of 47 towers location and tower erecting of 8 locations. The overall
progress as per BPC is 76.13%.
5.0 Safeguards monitoring results and unanticipated impacts
5.1 Environmental Monitoring Table-4 Air Quality Measurements National Standard
Component RSPM
(µg/m3)
TSPM
(µg/m3)
Permissible limit 24 hour Weather
RSPM (µg/m3)
limit
TSPM (µg/m3)
limit
Power 16 55.2 200 100 Sunny
HRT 19.1 30.21 200 100 Rainy
Dam 28 46.71 200 100 Sunny
34
Table-5 Noise Measurements National Standard
Project Sites Noise (db) Noise Standard
Day Night Industrial area
Dam Site 54 58.3 Day 75
Head Race Tunnel 57 57 Night 65
Power house 59 60 Unit Decibel
During the current reporting period all the standards were within the permissible limit.
Air samples are taken from Dam, Head race tunnel and Power house.
5.2 Occupational Health and Safety Monitoring
The 8 (Eight) Joint Safety Committee held at Tashiling on December 25, 2018
and covered major aspects of Safety. Following are the observation and the
compliance made by the contractor.
Table-6 Safety Training and Drills
Trainings/drills/
inspections
Number and
position of
participant/s
Location/s and
date/s
Remarks
Defensive driving
training
61 drivers/laborers August 28, 2018 All participants
received the training
well
No accident record has been reported during current monitoring period, 61 drivers has been given the defensive driving training. Attendance sheet is attached in the Appendices.
35
5.3 Monthly Hydrology Discharge Rate
Gauging station is set up at Lorim at an elevation 2,362.0 meters. While,
Nikachhu collects the site data, National Center for Hydrology Meteorology,
Thimphu carries out the monthly flow rate analysis of the Nikachhu River.
Table-7 Monthly Hydrology Discharge Rate
National Center For Hydrology Meteorology, Thimphu
Station Number:
14350045
Annual Report of Daily Data: Daily Flow Longitude: 90:21:54 E
Station Name: Chendibi on nikkachhu Lorim (Dam site) Latitude: 27:27:17 N
Time-Series Type: Flow (cumecs) Elevation: 2362.0 meters
Mean 5.692
Flow (MCM) 15.246
Maximum 6.379
Minimum 4.882
Runoff (mm) 0
5.4 Vibration Monitoring
Ground Vibration Monitoring Instrument was installed at the five identified locations
vis-a-vis Chendebji Chorten, Trashiling Lhakhang, Tshangkha Central School,
Raven Resort and Trongsa Dzong from June 07-11, 2016 by Center of Excellence
for Vibration and Thermographic Analysis (coevata, DGPC) and THyE.
Coevata, DGPC conducted a sensitization program on aspects of vibration
monitoring equipment for the stakeholders on August 10, 2016 subsequent to the
request from Trongsa Dzongkhag vide letter no. DAT/DZFO-03/2015-2016/9078
36
dated May 19, 2016. The sensitization program was contingent to the first blast of
the project. The ground vibration of the first blast at Diversion Tunnel and Adit 3 was
monitored and observed that the ground vibration was within the permissible limits.
As per the relevant standards, the permissible limit for the ground vibration and air
overpressure for the instrument is maintained at 2.00 mm/s and 120.00 db
respectively. The ground vibration and air overpressure due to blasting will
continuously be monitored at the five locations mentioned above throughout the
project construction period.
The Ground Vibration and Air Overpressure data from the instrument were
downloaded on December 6-7, 2018 by representatives from coe-Condition Based
Mechanical Assessment (CBMA), DGPCL and THyE. It was observed except for the
instrument installed at Ta Dzong, all the other instruments were found to have been
triggered and data were available. An analysis report has been submitted by CBMA
to THyE based on the data collected vide letter no. DGPC/HR&DC/coecbm/CBMA-
22(F)/2018/379 dated December 20, 2018. The report indicates that none of the
readings recorded by the ground vibration monitoring instrument were triggered as a
result of blast taken by the Project. The blast timing and the details of the reading
recorded by the instrument were compared for confirmation. Ground Vibration
Monitoring Report is attached in Appendices for further reference.
6.0 Grievance Redress Mechanism (GRM)
The organogram of GRM is set based upon prevailing government structure,
pertaining to Geog Yargey Tshogchung and Dzongkhag Yargey
Tshogde, representatives from Geog Administration, Dzongkhag Administration and
THyE. All the parties are involved in producing effective resolution if Project
Dispersed Person has grievance and shall be submitted in written form to the
committee.
The committee was activated on October 07, 2016 discussing vital functions and
role of the committee. As of date Geog Administration, Dzongkhag Administration
and THyE are working closely to resolve any arising social issues. No issues were
raised during the monitoring period by the Geog.
37
7.0 Conclusion
The current monitoring surpasses to comply with National Environment Assessment
Act 2000 requirement wherein National Environment Commission has issued no
observation on the waste management practice in the construction site. Indeed, the
annual waste compliance and performance for the project has been submitted to the
National Environment Commission and no major observation on the compliance has
been made at the construction site.
38
Appendices
39
40
Blast and Ground Vibration Monitoring Report
GROUND VIBRATION ASSESSMENT REPORT OF TANGSIBJI HYDRO ENERGY (October Cycle, 2018), TRONGSA
Submitted to
Downloading Date
Downloading carried out by
Report Prepared by
: Thinley Lhamo, Head, Design Division, Tangsibji Hydro Energy Limited
(Developer of 118 MW Nikachhu Hydropower Project)
: 5th November 2018
: Sherub Tharchen & representative from THyE
: Sherub Tharchen, Head, CBMA/ Vibration Analyst CAT-II
41
Content
1. Executive Summary……………………………………………………………………………………….3 2. Purpose…………………………………………………………………………………………………....3 3. Methodology……………………………………………………………………………………………...3 4. Instrumentation…………………………………………………………………………………………...3 5. Acceptance Criteria……………………………………………………………………………………….4 6. Assessment………………………………………………………………………………………………..4
6.1. Chendebji Chorten…………………………………………………………………….................4 6.2. Trashiling Lhakhang……………………………………………………………………………...5 6.3. Tshangkha Central School…………………………………………………………………….5-22 6.4. Raven Resort…………………………………………………………………………………….23 6.5. Trongsa Dzong…………………………………………………………………………………..23 6.6. Ta Dzong……………………………………………………………………………………..23-24
7. Summary and Conclusion………………………………………………………………………………..24 8. Recommendation………………………………………………………………………………………..24
Condition Based Mechanical Assessment (CBMA) Unit
Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
2
42
1. Executive Summary
118 MW Tangsibji Hydro Energy Limited (THyE), a 100 % subsidiary company of Druk Green Power Corporation Limited was incorporated on April 25, 2014. Geographically, the project lies in a location where many historical structures and monuments are situated. With the project kick-start, a major access road and tunneling constructions were being carried out with series of blasting operations. This report is to satisfy and inform Tangsibji Hydro Energy Limited and the public around about the true ground borne vibration and air overpressure intensity during blasting operation. Blasting operations can have unacceptable noise and vibration impacts if not conducted correctly. Excessive levels of structural vibration due to ground vibration from blasting can cause substantial damage to structures. People can detect vibration at much lower levels than those that would cause even superficial damage to the most susceptible structures.
2. Purpose
The purpose of this report is to inform Tangsibji Hydro Energy Limited and the public around about the true ground borne vibration and air overpressure intensity during blasting operation. Further, to provide conclusive justification if ever alleged cracks are surfaced in the structures. The findings provided in this report is as per the international standards.
3. Methodology
A dual channel monitor (Micromate), tri axial ISEE Geophone and standard overpressure microphone were used to record the online ground vibrations. A far field methodology is adopted for compliance monitoring. The minimum geophone trigger limit was set at 2 mm/s and 120 dB (L) for microphone in all the six instrument. The geophone range is from 0.127 – 254 mm/s and microphone from 100-148dB.
4. Instrumentation
Sl.#
Instrument Sl.no (Micromate)
Location
1 UM8135 Chendebji Chorten
2 UM8134 Trashiling Lhakhang
3 UM8139 Tshangkha Central School
4 UM8138 Raven Resort
5 UM8137 Trongsa Dzong
6 UM8136 Ta Dzong
Condition Based Mechanical Assessment (CBMA) Unit
Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
43
3
5. Acceptance Criteria : DGMS India (A)
Type/ Structure
Dominant Exciting Frequency
<8 Hz 8-25 Hz >25 Hz
(A) Building/ Structures not belonging to the owner
1. Domestic houses/ structures (Kucha, bricks and cement) 5 10 15
2. Industrial Building 10 20 25
3. Objects of historical importance and sensitive structures 2 5 10
(B) Building belonging to the owner with limited span of life
1. Domestic houses/ structure 10 15 20
2. Industrial building 15 25 50
1.0 psi (171 dB)
General window breakage
0.1 psi (151 dB) Occasional window breakage
0.02 psi (140 dB) Long-term history of application as a safe project
0.0145 psi (134 dB) Bureau of mines recommendations following study of large scale mining
blasting
6. Assessment Report
6.1. Chendebji Chorten
Table 1. Summary of blasting operation
Sl.#
Date
Blast Location
Remarks
1 1st to 31st Dam right bank, No events were recorded by the instrument. Low energy from the blast
Oct. Dam pit, SFT, could be the possible reason for not triggering the instrument. Blast
2018 Adit to DC &C
details (Annexure - I).
The minimum trigger limit for geophone and microphone were set at 2
mm/s and 120 dB (L) respectively. It is recommended to follow the
control blasting and also monitor the healthiness (breathing and memory
status) of the equipment. Intimate CBMA, HR&DC for any issues related
to the equipment and for abnormal blasting.
Condition Based Mechanical Assessment (CBMA) Unit
Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
44
4
6.2. Trashiling Lhakhang
Table 2. Summary of blasting operation
Sl.# Date Blast Remarks
Location
1 1st to Face-1, 2, 3,
31st Oct. 4,5,6,7 & 8.
2018
No events were recorded by the instrument. Low energy from the blast could be the possible reason for not triggering the instrument. Blast details (Annexure - I).
The minimum trigger limit for geophone and microphone were set at 2 mm/s and 120 dB (L) respectively. It is recommended to follow the control blasting and also monitor the healthiness (breathing and memory status) of the equipment. Intimate CBMA, HR&DC for any issues related to the equipment and for abnormal blasting.
45
6.3. Tshangkha Central School
Table 3. Summary of the blasting operation.
Sl. Date Blast Maximum Peak PVS Sound Dominant Frequency (Hz)
No location Velocity (mm/s) Pressure
(mm/s) (dB)
Vert. Long. Trans. Trans. Vert. Long
1 01.10.18 Face -7 & 8 0.36 0.33 0.47 0.56 122.7 15.25 12 13
2 06.10.18 Face -7 0.37 0.38 0.37 0.52 121.6 15.25 11.75 7.5
3 10.10.18 Face -7 0.44 0.50 0.44 0.65 124.4 7.5 12 7.5
4 22.10.18 Face -7 & 8 0.33 0.40 0.44 0.52 121.2 13 12.75 13.25
5 23.10.18 Face - 7 0.48 0.52 0.52 0.60 123.1 12.76 12.76 9.25
6 24.10.18 Face - 7 0.34 0.40 0.41 0.50 120.5 7.5 6.26 7.75
7 26.10.18 Face – 7 & 8 0.42 0.44 0.52 0.59 121.4 12.75 13.25 12.5
8 30.10.18 Face - 7 & 8 0.38 0.42 0.48 0.50 120.6 12.75 13 12.25
Maximum vibration amplitude of 0.65 mm/s with 124.4 dB sound intensity was recorded. Majority of the values were observed to be due to sound over pressure from the blast operation (Refer Table 1, Annexure 1 and Figure 1, 2 & 3). The instrument detected 8 true events out of numerous blasting operations carried out at the faces. The minimum trigger limit for geophone and microphone was set at 2 mm/s and 120 dB (L) respectively. Also, the recorded events were compared with the blasting timing for authentication and analysis.
Over the period and compared to other locations, maximum readings were seen recorded by the instrument (UM8139). The area (Tshangkha Central School) seems more sensitive to the blast operation, however the recorded readings were observed to be with the permissible limit and doesn’t foresee structural damages from it.
Condition Based Mechanical Assessment (CBMA) Unit
Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
5
46
In addition, it is recommended to follow the control blasting and also monitor the healthiness (breathing and memory status) of the equipment on regular basis. Intimate CBMA, HR&DC for any issues related to the equipment and abnormal blast operation.
Figure 1. Events list recorded by instruments (UM8139) at Tshangkha Central School
Condition Based Mechanical Assessment (CBMA) Unit
Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
6
47
(i)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
7
48
(ii)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
8
49
(iii)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
9
50
(iv)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
10
51
(v)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
11
52
(vi)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
12
53
(vii)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
13
54
(viii)
Figure 2. Event report
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
14
55
(i)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
15
56
(ii)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
16
57
(iii)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
17
58
(iv)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
18
59
(v)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
19
60
(vi)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
20
61
(vii)
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
21
62
(viii)
Figure 3.FFT Report
Condition Based Mechanical Assessment (CBMA) Unit Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
22
63
6.4. Raven Resort
Table 4. Summary of the blasting operation
Sl.# Date Blast Remarks
Location
1 1st to Adit to surge No events were recorded by the instrument. Low energy from the blast could
31st Oct. shaft top, be the possible reason for not triggering the instrument. Blast details
2018 pressure (Annexure - I).
tunnel, TRT,
Power and The minimum trigger limit for geophone and microphone were set at 2 mm/s
Transformer and 120 dB (L) respectively. It is recommended to follow the control blasting
Cavern and also monitor the healthiness (breathing and memory status) of the
equipment. Intimate CBMA, HR&DC for any issues related to the equipment and
for abnormal blasting.
6.5. Trongsa Dzong
Table 5. Summary of the blasting operation
Sl.# Date Blast Remarks
Location
1 1st to Adit to surge No events were recorded by the instrument. Low energy from the blast could
31st Oct. shaft top, be the possible reason for not triggering the instrument. Blast details
2018 pressure (Annexure - I).
tunnel, TRT,
Power and The minimum trigger limit for geophone and microphone were set at 2 mm/s
Transformer and 120 dB (L) respectively. It is recommended to follow the control blasting
Cavern and also monitor the healthiness (breathing and memory status) of the
equipment. Intimate CBMA, HR&DC for any issues related to the equipment and
for abnormal blasting.
6.6. Ta Dzong
Table 6. Summary of the blasting operation
Sl.# Date Blast Remarks
Location
1 1st to Adit to surge Two events were observed to be recorded by the instrument on dated 2oth &
31st Oct.
shaft top,
23rd October, 2018 (figure 4 & annexure - 1), however those events were not in-
2018 pressure line with the blast timings. It might be trigged due to the external sources and
tunnel, TRT, it is beyond the scope of this report.
Power and
Transformer The minimum trigger limit for geophone and microphone were set at 2 mm/s
Cavern and 120 dB (L) respectively. It is recommended to follow the control blasting
and also monitor the healthiness (breathing and memory status) of the
equipment. Intimate CBMA, HR&DC for any issues related to the equipment and
for abnormal blasting.
Condition Based Mechanical Assessment (CBMA) Unit
Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
64
23
Figure 4. Event list recorded by instrument (UM8136) at Ta Dzong
7. Summary and Conclusion
The instrument installed at Tshangkha Central School has recorded majority of the vibration and sound overpressure values. The instrument recorded 8 true true events out of numerous blasting operations carried out at the faces and majorities were excited due to sound over pressure. Maximum vibration amplitude of 0.65 mm/s with 124.4 dB sound intensity was recorded. The readings were within the permissible limit and doesn’t foresee structural damages from it.
8. Recommendation
Over the period and compared to other locations, maximum readings were seen recorded by the instrument (UM8139). The area (Tshangkha Central School) seems more sensitive to the blast operation. Therefore, it is recommended to follow the control blasting and also monitor the healthiness (breathing and memory status) of the equipment on continues basis. Intimate CBMA, HR&DC for any issues related to the equipment and for abnormal blast operation.
(Sherub Tharchen)
Condition Based Mechanical Assessment (CBMA) Unit
Centre of Excellence for Condition Based Monitoring Division
Hydropower Research & Development Centre
Rinchentse, Druk Green Power Corporation Limited
Web: www.drukgreen.bt
65
24