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contributor authorBrett F. Sanders
contributor authorNikolaos D. Katopodes
date accessioned2017-05-08T20:48:59Z
date available2017-05-08T20:48:59Z
date copyrightOctober 1999
date issued1999
identifier other%28asce%290733-9437%281999%29125%3A5%28287%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27934
description abstractA new method for control of unsteady flow in open channels is presented. Control is achieved using an iterative approach, the Broyden, Fletcher, Goldfarb, and Shanno quasi-Newton method that utilizes an adjoint sensitivity method to efficiently compute gradient information. The adjoint equations are derived from the differential form of the full shallow-water equations in one dimension and the resulting sensitivies allow a wide class of flows to be controlled. In addition, the adjoint sensitivity method permits both scheduled and adaptive flow control to be achieved. Application of the method to scheduled flow control is presented.
publisherAmerican Society of Civil Engineers
titleControl of Canal Flow by Adjoint Sensitivity Method
typeJournal Paper
journal volume125
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1999)125:5(287)
treeJournal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 005
contenttypeFulltext


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