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Theory is presented to define methods of optimum gate operation for altering flow conditions in open channel; analytical procedure prescribes motion of control devices in channel; method is applicable to cases of initiating, increasing, decreasing, or stopping flow in irrigation channels, power channels, and forebay channels to pumping stations; theory is developed from basic differential equations for unsteady flow in prismatic channels, including frictional losses; two examples are detailed. (22454)
Theory is presented to define methods of optimum gate operation for altering flow conditions in open channel; analytical procedure prescribes motion of control devices in channel; method is applicable to cases of initiating, increasing, decreasing, or stopping flow in irrigation channels, power channels, and forebay channels to pumping stations; theory is developed from basic differential equations for unsteady flow in prismatic channels, including frictional losses; two examples are detailed. (22454)
Control of transient free-surface flow
ASCE J Hydraul Div
Wylie, E.B. (author)
1969
15 pages
Article (Journal)
English
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