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contributor authorJ. Schuurmans
contributor authorA. J. Clemmens
contributor authorS. Dijkstra
contributor authorA. Hof
contributor authorR. Brouwer
date accessioned2017-05-08T20:48:59Z
date available2017-05-08T20:48:59Z
date copyrightDecember 1999
date issued1999
identifier other%28asce%290733-9437%281999%29125%3A6%28338%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27939
description abstractSchuurmans et al. (1995a) presented a model for the design of water level controllers for irrigation and drainage canals that describes the essential characteristics of the processes relevant for canal control (such as water movements and control structures). This paper evaluates the accuracy of this model in two ways: (1) by comparing its frequency response with a model based on a finite difference approximation of the linearized St. Venant equations, and (2) by comparing simulation results with data from field experiments. Using these results, we characterize the accuracy of the model and discuss how these results can be taken into account in controller design.
publisherAmerican Society of Civil Engineers
titleModeling of Irrigation and Drainage Canals for Controller Design
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1999)125:6(338)
treeJournal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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