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contributor authorJ. Mohan Reddy
date accessioned2017-05-08T20:47:17Z
date available2017-05-08T20:47:17Z
date copyrightSeptember 1990
date issued1990
identifier other%28asce%290733-9437%281990%29116%3A5%28616%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27174
description abstractThis paper presents a local optimal control technique (control of an individual gate) for operation of an irrigation canal with a single reach. By using the concepts of control theory, an expression for an upstream gate opening of an irrigation canal reach operated based upon a constant‐level control is obtained. In the derivation, the canal reach between two gates is divided into N nodes, and the finite‐difference forms of the continuity and the momentum equations are written for each node. The Taylor series is applied to linearize the equations around the initial steady state or equilibrium conditions. The linearized equations are then arranged to form a set of equations of the form
publisherAmerican Society of Civil Engineers
titleLocal Optimal Control of Irrigation Canals
typeJournal Paper
journal volume116
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1990)116:5(616)
treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 005
contenttypeFulltext


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