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contributor authorD. K. Frevert
contributor authorM. S. Cowan
contributor authorW. L. Lane
date accessioned2017-05-08T20:47:02Z
date available2017-05-08T20:47:02Z
date copyrightJune 1989
date issued1989
identifier other%28asce%290733-9437%281989%29115%3A3%28334%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27037
description abstractIntelligent operation of a complex reservoir system requires that the most current mathematical techniques be incorporated into the decision‐making process. One such technique is stochastic hydrology and, in particular, the use of a number of stochastically generated sequences (or traces) to provide a broader basis for management decisions during drought periods. This paper presents a case study illustrating the use of this approach by the Bureau of Reclamation in management of the Central Valley Project in California. A series of twenty 1,000‐yr stochastic traces for the Sacramento River Basin was generated using Reclamation's LAST (Lane's applied stochastic techniques) computer package, The package is described in Lane and Frevert (1988). Each trace was compared to an historically based natural flow sequence and was found to preserve adequately key statistical properties. The traces were then analyzed by use of a computer program which counted the number of occurrences of a flow below a specified level over 1‐ through 10‐yr intervals. Results for the twenty 1,000‐yr traces provided a much more objective estimate of nonexceedance probabilities for these low flows than might have been obtained by simply plotting the computed natural flows corresponding to the historic record itself.
publisherAmerican Society of Civil Engineers
titleUse of Stochastic Hydrology in Reservoir Operation
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1989)115:3(334)
treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 003
contenttypeFulltext


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