Extending the Life of Reservoirsextending the Life Sustainable Sediment for Dams Management DIRECTIONS in DEVELOPMENT DIRECTIONS in Energy and Mining Energy
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Guideline for Technical Regulation on Hydropower Civil Works
SOCIALIST REPUBLIC OF VIETNAM Ministry of Construction (MOC) Guideline for Technical Regulation on Hydropower Civil Works Design and Construction of Civil Works and Hydromechanical Equipment Final Draft June 2013 Japan International Cooperation Agency Electric Power Development Co., Ltd. Shikoku Electric Power Co., Inc. West Japan Engineering Consultants, Inc. IL CR(2) 13-096 Guideline for QCVN xxxx : 2013/BXD Table of Contents 1. Scope of application .................................................................................................. 1 2. Reference documents ............................................................................................... 1 3. Nomenclatures and definitions ................................................................................. 1 4. Classification of works .............................................................................................. 1 4.1 General stipulation ................................................................................................. 1 4.2 Principles for the classification of hydropower works .............................................. 2 5. Guarantee of serving level of hydropower works .................................................... 7 6. Safety coefficient of hydropower civil works ........................................................... 7 7. Construction of hydropower civil works ................................................................ 26 7.1 General requirements ......................................................................................... -
Thank You Very Much for Your Kind Attention !
The Study on Countermeasures for Sedimentaion Workshop IV, Surakarta, January 18, 2007 in The Wonogiri Multipurpose Dam Reservoir Master Plan on Sustainable Management of Wonogiri Reservoir in The Republic of Indonesia Mitigation Measures of Impacts Present Sediment N Discharge at Babat Basic Policy BENGAWAN SOLO Barrage (Ex.) Operation Rule “To minimize the Q, Turbidity Allowable limit of 22.9 million Impact to the d/s” m3/year concentration & m3/year by careful gate operation duration shall be defined N Combined operation BENGAWANbetween SOLO Wonogiri Dam and Colo Weir Sediment Discharge from Wonogiri Monitoring in Increase of sediment to be 0.8 million downstream reaches m3/year discharge to Solo River Operable period SCALE estuary will be approx. shall be strictly 5%0 15 30 45 60 75 90 km SCALE prohibited in dry 5% 0 15 30 45 60 75 90 km Flushing season Thank You very much for Your Kind Attention ! Japan International Cooperation Agency – JICA Ministry of Public Works The Republic of Indonesia Nippon Koei Co. Ltd. and Yachiyo Engineering Co. Ltd. 䋭㩷㪈㪉㪋㩷䋭 Page / 6 Estimating sediment volume into Brantas River after eruption of Kelud volcano on 1990 Mr. Takeshi Shimizu National Institute for Land and Infrastructure Management 䋭㩷㪈㪉㪌㩷䋭 IEstimating Sediment volume into Brantas River after eruption of Kelud Voncano on 1990 Takeshi SHIMIZU1, Nobutomo OSANAI1 and Hideyuki ITOU1 1National Institute for Land and Infrastructure Management, Ministry of Land, Infrastructure and Transport, Japan The Brantas River that flows through East Java Province, the Republic of Indonesia, is the second largest river. It has 11,800km2 catchment areas and total length of the river approximately 320km. -
Sustainable Infrastructure and Asset Management
SSustainableustainable IInfrastructurenfrastructure andand AAssetsset MManagementanagement KiyoshiKiyoshi KOBAYASHIKOBAYASHI WhatWhat isis AssetAsset Management?Management? TheThe optimaloptimal allocationallocation ofof thethe scarescare budgetbudget betweenbetween thethe newnew arrangearrange--mentment ofof infrastructureinfrastructure andand rehabilitation/maintenancerehabilitation/maintenance ofof thethe existingexisting infrastructureinfrastructure toto maximizemaximize thethe valuevalue ofof thethe stockstock ofof infrastructureinfrastructure andand toto realizerealize thethe maximummaximum outcomesoutcomes forfor thethe citizenscitizens AssetAsset managementmanagement Pavement management (highway, runway) Railway management Bridge management Facility management Tunnel management Water supply system management Port facility management Embankment management Slope management River facility/Dam facility management Forest management DamDam FacilityFacility ManagementManagement LongLong--termterm SustainableSustainable InfrastructureInfrastructure ComprehensiveComprehensive managementmanagement ofof sedimentationsedimentation systemssystems (( environmental change, ecological impacts, riverbed degradation, river morphology change, and coastal erosion ) LargeLarge--scalescale risksrisks (( socio-economic change, volatility in sedimentation, green house effects ) DamDam facilitiesfacilities basedbased onon renewalrenewal durationduration andand managementmanagement pointspoints Renewal Facilities Management Others duration -
Sustainable Sediment Management for Dams and Run-Of-River Hydropower
Extending the Life of ReservoirsExtending the Life Public Disclosure Authorized Public Disclosure Authorized DIRECTIONS IN DEVELOPMENT Energy and Mining Annandale, Morris, and KarkiAnnandale, Extending the Life of Reservoirs Public Disclosure Authorized Sustainable Sediment Management for Dams and Run-of-River Hydropower George W. Annandale, Gregory L. Morris, and Pravin Karki Public Disclosure Authorized Extending the Life of Reservoirs DIRECTIONS IN DEVELOPMENT Energy and Mining Extending the Life of Reservoirs Sustainable Sediment Management for Dams and Run-of-River Hydropower George W. Annandale, Gregory L. Morris, and Pravin Karki © 2016 International Bank for Reconstruction and Development / The World Bank 1818 H Street NW, Washington, DC 20433 Telephone: 202-473-1000; Internet: www.worldbank.org Some rights reserved 1 2 3 4 19 18 17 16 This work is a product of the staff of The World Bank with external contributions. The findings, interpreta- tions, and conclusions expressed in this work do not necessarily reflect the views of The World Bank, its Board of Executive Directors, or the governments they represent. The World Bank does not guarantee the accuracy of the data included in this work. The boundaries, colors, denominations, and other information shown on any map in this work do not imply any judgment on the part of The World Bank concerning the legal status of any territory or the endorsement or acceptance of such boundaries. Nothing herein shall constitute or be considered to be a limitation upon or waiver of the privileges and immunities of The World Bank, all of which are specifically reserved. Rights and Permissions This work is available under the Creative Commons Attribution 3.0 IGO license (CC BY 3.0 IGO) http:// creativecommons.org/licenses/by/3.0/igo. -
Annex VIII Casestudy0402 Mi
IEA Hydropower Implementing Agreement Annex VIII Hydropower Good Practices: Environmental Mitigation Measures and Benefits Case study 04-02: Reservoir Sedimentation – Miwa Dam, Japan Key Issues: 4- Reservoir Sedimentation 12-Benefits due to Dam Function Climate Zone: Cf: Temperate Humid Climate Subject: - Sediment Control for Dam by Means of Bypass Tunnel Effects: - Securing Effective Reservoir Capacity on Long-term Basis Project name: Miwa Dam Country: Nagano Prefecture, Japan (Asia) (N35°49', E138°5') Implementing Party and Period - Project: Ministry of Land, Infrastructure and Transport 1959 (Completion of construction) - - Good Practice: Ministry of Land, Infrastructure and Transport 2004 (under construction) - Keywords: Measures to Counter Sedimentation, Bypass Tunnel, Wash Load Abstract: A redevelopment project is currently underway at the Miwa Dam as a permanent measure to counter sedimentation of this multipurpose dam. The nature of the countermeasure, the first attempt in Japan, includes the development of technology for guiding the flow of sediment down from the dam and the implementation of such technology. The major installations are a flood bypass tunnel and a diversion weir, both of which were started in February 2001 with completion of construction slated for the end of FY 2004. The project is expected to provide a permanent measure to counter sedimentation. 1. Outline of the Project The Miwa Dam is on the Mibu River, a tributary of the Tenryu, and is situated in Okinawa Island Hase-mura and Takato-machi. Together with Nagano Pref. the Takato Dam (immediately downstream from it), meant exclusively for power generation, the Miwa Dam was given a position as a main installation in the “Mibu River Comprehensive Development Project”, which had been under consideration since 1949 Miwa independently by Nagano Prefecture with the Dam objective of countering repeated inundations in the Ina Valley and remedying the shortage of electric power, referring to TVA in the United States. -
Dam Asset Management Project
DamDam AssetAsset ManagementManagement ProjectProject SustainableSustainable ReservoirReservoir SedimentSediment ManagementManagement KyotoKyoto UniversityUniversity GraduateGraduate SchoolSchool ofof ManagementManagement TetsuyaTetsuya SUMISUMI ReservoirReservoir SedimentationSedimentation Washload+Suspended load Bed load+Suspended load 掃流砂 ウォッシュロード+浮遊砂 浮遊砂+掃流砂 Bed load Damダム堤体 body Suspended浮遊砂 load (ウォッシュ (前部堆積層)Fore set bed Wash load (Bottom底部堆積層) set bed (頂部堆積層)Top set bed ロード) H.W.L 堆砂の肩Delta (ウォWashloadッシュロード) L.W.L Downstream area下流部 Deltaデルタ Middle中流部 area Upstream上流部 area 土質区分Size 粘土・Clay,シル silt ト主体 Mainly砂主体 sand Sand礫・ and砂主体 gravel Grain平均的な size Gravel=0,礫=0、砂=10、 Gravel=10,礫=10、砂=45、 Gravel=30,礫=30、砂=40、 粒度分布 Sand=10,粘土=50、 Sand=45,粘土=30、 Sand=40,粘土=20、 content(%)(単位:%) Clay=50,シル ト =40Silt=40 Clay=30,シル ト =15Silt=15 Clay=20,シル ト =10Silt=10 堆 砂 Fine細粒分Fc sediment Fc=90%Fc=over90%以上 Fc=45~50%Fc=45-50%程度 Fc=lower30%Fc=30%以下 性 状 自然含水比wWater content w=100%w=over100%以上 w=50~60%w=50-60%程度 w=lower40%w=40%以下 Density,密度・間隙比 Porosity 小 Small ←→ 大Large Ignition強熱減量Ig loss Ig=over10%Ig=10%程度 Ig=ca.8%Ig=8%程度 IIg=ca.4%g=4%程度 Sediment property 有機物・Nutrients栄養塩 Large大 ←→ Small 小 ••ReservoirReservoirNationalNational InventoryInventory ofof reservoirreservoir sedimentationsedimentation sedimentationsedimentation2730 dams (>15m high) with 23 billion m3 capacity. ininSedimentation JapanJapan progress of all reservoirs over 1 million m3 have been reported annually to the government from 1980s. In 922 dams of 18 billion m3 volume, → total sedimentation