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    Watershed Modeling and Flood Routing for Safety Assessment of an Existing Dam

    Source: Journal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 005
    Author:
    C. F. Lee
    DOI: 10.1061/(ASCE)0733-9496(1996)122:5(334)
    Publisher: American Society of Civil Engineers
    Abstract: Hydroelectric power resources constitute a renewable and economic means of providing electricity to serve the energy needs of our modern 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.
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      Watershed Modeling and Flood Routing for Safety Assessment of an Existing Dam

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    contributor authorC. F. Lee
    date accessioned2017-05-08T21:07:16Z
    date available2017-05-08T21:07:16Z
    date copyrightSeptember 1996
    date issued1996
    identifier other%28asce%290733-9496%281996%29122%3A5%28334%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39443
    description abstractHydroelectric power resources constitute a renewable and economic means of providing electricity to serve the energy needs of our modern 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.
    publisherAmerican Society of Civil Engineers
    titleWatershed Modeling and Flood Routing for Safety Assessment of an Existing Dam
    typeJournal Paper
    journal volume122
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1996)122:5(334)
    treeJournal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 005
    contenttypeFulltext
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