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contributor authorE. Bautista
contributor authorA. J. Clemmens
contributor authorR. J. Strand
date accessioned2017-05-08T20:49:43Z
date available2017-05-08T20:49:43Z
date copyrightApril 2006
date issued2006
identifier other%28asce%290733-9437%282006%29132%3A2%28143%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28417
description abstractThe feasibility of automatically controlling water levels and deliveries on the Salt River Project (SRP) canal system through computer-based algorithms is being investigated. The proposed control system automates and enhances functions already performed by SRP operators, namely feedforward routing of scheduled demand changes, feedback control of downstream water levels, and flow control at check structures. Performance of the control system was tested with unsteady flow simulation. Test scenarios were defined by the operators for a 30 km, four-pool canal reach. The tests considered the effect of imperfect knowledge of check gate head-discharge relationships. The combined feedback-feedforward controller easily kept water level deviations close to the target when dealing with routine, scheduled flow changes. Those same routine changes, when unscheduled, were handled effectively by the feedback controller alone. The combined system had greater difficulty in dealing with large demand changes, especially if unscheduled. Because feedback flow changes are computed independently of feedforward changes, the feedback controller tends to counteract feedforward control actions. The effect is unimportant when dealing with routine flow changes but is more significant when dealing with large changes, especially in cases where the demand change cannot be fully anticipated.
publisherAmerican Society of Civil Engineers
titleSalt River Project Canal Automation Pilot Project: Simulation Tests
typeJournal Paper
journal volume132
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2006)132:2(143)
treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 002
contenttypeFulltext


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