Watershed modeling and flood routing for safety assessment of an existing dam

被引:2
|
作者
Lee, CF [1 ]
机构
[1] ONTARIO HYDRO,GEOTECH & HYDR ENGRG DEPT,TORONTO,ON,CANADA
关键词
D O I
10.1061/(ASCE)0733-9496(1996)122:5(334)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Hydroelectric power resources constitute a renewable and economic means of providing electricity to serve the energy needs of our modem society. As dams get older, there is a need to ensure that their conditions of safety and integrity are also consistent with today's acceptable standards and criteria. This paper outlines the scope and major engineering tasks in the Dam Safety Assessment Program undertaken by Ontario Hydro in Toronto, Canada. Methodologies used to determine the probable maximum flood for a high-hazard dam are presented together with a flood routing model. The 2012 MW R. H. Saunders/Robert Moses Generating Station on the St. Lawrence River is used as an example to illustrate such methodologies adopted for dam safety assessment. It is demonstrated that under probable maximum flood conditions together with extreme wind effects, the main dam of this power station would still have a comfortable freeboard allowance, primarily because of the vast storage capacity of Lake Ontario. The spill capacity is also found to be adequate. The dam meets the requirements and pertinent standards of dam safety assessment.
引用
收藏
页码:334 / 341
页数:8
相关论文
共 50 条
  • [1] PROBABLE MAXIMUM FLOOD FOR DAM SAFETY ASSESSMENT
    C.F.LEE( Geotechnical and Hydraulic Engineering Department
    Manager of Civil Engineering and Architecture Department
    [J]. International Journal of Sediment Research, 1996, (02) : 56 - 68
  • [2] Reservoir Flood Routing Simulation for Dam Safety Management in Thailand
    Vanijjirattikhan, Rangsarit
    Thongthamchart, Chinoros
    Rakcheep, Patsorn
    Supakchukul, Unpong
    Suwatthikul, Jittiwut
    [J]. JOURNAL OF DISASTER RESEARCH, 2021, 16 (04) : 596 - 606
  • [3] Safety assessment of the existing dam - HPP Mariborski otok
    Zadnik, B
    [J]. SYMPOSIUM - REHABILITATION OF DAMS: ICOLD 66TH ANNUAL MEETING, PROCEEDINGS (PT A), 1999, : 444 - 453
  • [4] Physical and numerical modeling of a landslide dam breach and flood routing process
    Zhang, Jie-yuan
    Yang, Xing-guo
    Fan, Gang
    Li, Hai-bo
    Zhou, Jia-wen
    [J]. JOURNAL OF HYDROLOGY, 2024, 628
  • [5] Assessment of freeboard for existing earth dam on revision of design flood - A case study
    Sarvaiya, UK
    Rathod, KG
    Golwala, MG
    [J]. SYMPOSIUM - REHABILITATION OF DAMS: ICOLD 66TH ANNUAL MEETING, PROCEEDINGS (PT A), 1999, : 379 - 384
  • [6] Prediction on gradual dam break and flood routing
    Guo, HW
    Wu, CC
    Jia, LF
    Chen, ZH
    [J]. FORECASTING AND MITIGATION OF WATER-RELATED DISASTERS, THEME C, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 274 - 280
  • [7] Inflow Design Flood and dam safety
    Zielinski, P. A.
    [J]. DAMS AND RESERVOIRS UNDER CHANGING CHALLENGES, 2011, : 677 - 684
  • [8] Review of Flood Safety of the Pirk Dam (Saxony)
    Überprüfung der Hochwassersicherheit der Talsperre Pirk
    [J]. Carstensen, Dirk (dirk.carstensen@th-nuernberg.de), 1600, Springer Vieweg (106):
  • [9] Creation of flood scenarios for dam safety assessments
    Midttomme, GH
    [J]. DAMS IN A EUROPEAN CONTEXT, 2001, : 173 - 181
  • [10] Risk analysis for flood prevention and safety of dam
    Mei, Ya-Dong
    Tan, Guang-Ming
    [J]. Wuhan Daxue Xuebao (Gongxue Ban)/Engineering Journal of Wuhan University, 2002, 35 (06):