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contributor authorJennifer M. Jacobs
contributor authorRichard M. Vogel
date accessioned2017-05-08T21:07:29Z
date available2017-05-08T21:07:29Z
date copyrightNovember 1998
date issued1998
identifier other%28asce%290733-9496%281998%29124%3A6%28357%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39551
description abstractAn increasing number of states use permit programs to coordinate and to control water resource allocations. A general approach is suggested for allocating and permitting water withdrawals in a river basin. A mathematical programming methodology facilitates optimal streamflow allocation while maintaining desired levels of instream flow. The approach uses a graphical tool, the flow duration curve, to illustrate the quantity and frequency of joint streamflow withdrawals in a river basin. The methodology is unique because while it uses mathematical programming methods, it is implemented using a spreadsheet optimization tool, Microsoft Excel Solver, and the solution is illustrated in a graphical form so that nontechnical individuals can easily understand the methodology results. The ability to apply the methodology and clearly explain the results is extremely important since many nontechnical individuals are involved as policymakers in water allocation decisions.
publisherAmerican Society of Civil Engineers
titleOptimal Allocation of Water Withdrawals in a River Basin
typeJournal Paper
journal volume124
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1998)124:6(357)
treeJournal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 006
contenttypeFulltext


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