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Unsteady Flow in Open-Type Pipe Irrigation Systems
Severe “surging” has presented a serious operating difficulty in parts of the irrigation distribution system of the Coachella Valley County Water District in California. A model study of the mechanics of surge amplification is described, a mathematical analysis of the phenomenon is presented, and a practical method of control of surging is offered. The mathematical analysis was made with a differential analyzer, and the agreement between the theoretical results and the observed results was generally satisfactory.
Unsteady Flow in Open-Type Pipe Irrigation Systems
Severe “surging” has presented a serious operating difficulty in parts of the irrigation distribution system of the Coachella Valley County Water District in California. A model study of the mechanics of surge amplification is described, a mathematical analysis of the phenomenon is presented, and a practical method of control of surging is offered. The mathematical analysis was made with a differential analyzer, and the agreement between the theoretical results and the observed results was generally satisfactory.
Unsteady Flow in Open-Type Pipe Irrigation Systems
Taylor, Edward H. (author) / Pillsbury, Arthur F. (author) / Ellis, Thomas O. (author) / Bekey, George A. (author)
Transactions of the American Society of Civil Engineers ; 121 ; 143-161
2021-01-01
191956-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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