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Tranquil flow through open-channel constrictions
Effect of area constriction on hydraulics of steady, open-channel flow depends on geometry of flow boundaries, rate of flow, and physical properties of fluid; practicable solution of discharge equation achieved by application of systematic experimental investigation to approximate analysis; application to obstructions in bridge waterways in connection with flood control.
Tranquil flow through open-channel constrictions
Effect of area constriction on hydraulics of steady, open-channel flow depends on geometry of flow boundaries, rate of flow, and physical properties of fluid; practicable solution of discharge equation achieved by application of systematic experimental investigation to approximate analysis; application to obstructions in bridge waterways in connection with flood control.
Tranquil flow through open-channel constrictions
Am Soc Civ Engrs -- Proc Separate
Kindsvater, C.E. (Autor:in) / Carter, R.W. (Autor:in)
1954
27 pages
Aufsatz (Zeitschrift)
Englisch
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