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    Adequacy of Surface Water‐Supply Systems: Case Study

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 006
    Author:
    Krishan P. Singh
    ,
    Sally M. Broeren
    ,
    Ali Durgunoğlu
    DOI: 10.1061/(ASCE)0733-9496(1992)118:6(620)
    Publisher: American Society of Civil Engineers
    Abstract: Water‐supply planners and managers must continually evaluate the ability of surface water sources to meet current and future demands of public water‐supply systems they serve. Water demand changes over time, increasing with population growth and industrial development. However, continuing sedimentation in surface water reservoirs reduces their capacities and expected future yields. A method has been developed to calculate future reservoir capacity losses due to the sedimentation process. The method allows for consolidation or compaction of sediment constituents with time. Mitigatory measures for increasing the availability of water to deficient systems are investigated. These measures for maintaining adequate, reliable water supplies are devised to achieve optimal use of water resources with minimal adverse impacts on stream and riverine ecology. All surface water‐supply systems in Illinois are investigated with respect to their future demands, yields of their water sources, any present and future inadequacies for specified drought frequencies, and feasible and economical mitigatory measures.
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      Adequacy of Surface Water‐Supply Systems: Case Study

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/39182
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    contributor authorKrishan P. Singh
    contributor authorSally M. Broeren
    contributor authorAli Durgunoğlu
    date accessioned2017-05-08T21:06:52Z
    date available2017-05-08T21:06:52Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290733-9496%281992%29118%3A6%28620%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39182
    description abstractWater‐supply planners and managers must continually evaluate the ability of surface water sources to meet current and future demands of public water‐supply systems they serve. Water demand changes over time, increasing with population growth and industrial development. However, continuing sedimentation in surface water reservoirs reduces their capacities and expected future yields. A method has been developed to calculate future reservoir capacity losses due to the sedimentation process. The method allows for consolidation or compaction of sediment constituents with time. Mitigatory measures for increasing the availability of water to deficient systems are investigated. These measures for maintaining adequate, reliable water supplies are devised to achieve optimal use of water resources with minimal adverse impacts on stream and riverine ecology. All surface water‐supply systems in Illinois are investigated with respect to their future demands, yields of their water sources, any present and future inadequacies for specified drought frequencies, and feasible and economical mitigatory measures.
    publisherAmerican Society of Civil Engineers
    titleAdequacy of Surface Water‐Supply Systems: Case Study
    typeJournal Paper
    journal volume118
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1992)118:6(620)
    treeJournal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 006
    contenttypeFulltext
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