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contributor authorBrian T. Wahlin
contributor authorAlbert J. Clemmens
date accessioned2017-05-08T20:49:18Z
date available2017-05-08T20:49:18Z
date copyrightDecember 2002
date issued2002
identifier other%28asce%290733-9437%282002%29128%3A6%28365%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28144
description abstractResearchers have developed several algorithms to automatically control water levels in irrigation canals. Proportional-integral (PI) control logic has been used for downstream water-level control, but its performance has not always been satisfactory. Heuristic downstream water-level controllers (e.g., canal automation for rapid demand deliveries, or CARDD) have also been proposed but not rigorously tested. The ASCE Task Committee on Canal Automation Algorithms developed a series of test cases to evaluate the performance of canal control algorithms. In this paper, simulation tests were performed on the ASCE Test Canal 1 using three downstream control algorithms: (1) The standard PI control logic; (2) The PI control logic with hydraulic decouplers; and (3) The heuristic CARDD control logic. These controllers were tuned manually using trial-and-error techniques. Performance of the PI control logic improved with the addition of hydraulic decouplers. CARDD did not perform as well as the PI controllers under the conditions imposed on ASCE Test Canal 1. Robustness of these controllers depends on the aggressiveness of the controller as well as the initial flow rate.
publisherAmerican Society of Civil Engineers
titlePerformance of Historic Downstream Canal Control Algorithms on ASCE Test Canal 1
typeJournal Paper
journal volume128
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2002)128:6(365)
treeJournal of Irrigation and Drainage Engineering:;2002:;Volume ( 128 ):;issue: 006
contenttypeFulltext


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