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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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