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contributor authorTimothy K. Gates
contributor authorRoger J‐B Wets
contributor authorMark E. Grismer
date accessioned2017-05-08T20:47:03Z
date available2017-05-08T20:47:03Z
date copyrightJune 1989
date issued1989
identifier other%28asce%290733-9437%281989%29115%3A3%28488%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27049
description abstractParameter uncertainty in modeling complex hydrologic systems has resulted in development of stochastically based water management models. Optimal solutions to such models, particularly those having parameters with large variance, may be difficult, if at all possible, to obtain, due to intensive computational requirements. This paper discusses application of a stochastic quasigradient (SQG) approximation method to a management model. The model describes the effects of regional irrigation and drainage system planning on shallow saline groundwater behavior and net economic returns to farmers. Due to the complexity of the model, Monte Carlo simulation techniques were used. Despite model complexity and large parameter variance originating from spatial variability in soil hydraulic properties, the SQG method obtained near‐optimal solutions in about 15% of the CPU time required to obtain such solutions using response surface methodology.
publisherAmerican Society of Civil Engineers
titleStochastic Approximation Applied to Optimal Irrigation and Drainage Planning
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1989)115:3(488)
treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 003
contenttypeFulltext


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