Abstract
AbstractA computer program for surge tank analysis, which gives a complete history of the water level in the tank and the fluid velocity in the pressure conduit from the time of initiation of value closure, is described and presented. The governing equations are solved by third‐order Runge–Kutta procedure and losses in head in the pressure conduit and surge tank constriction. A major aspect in the paper is the non‐dimensional from of the governing parameters, facilitating the use of the program in preliminary design situations.
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