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Unsteady Flow in Conduits with Simple Surge Tanks
Fundamental flow equations are simple in concept, but they are nonlinear and hence difficult of solution; paper presents general solution of simple tank problem in terms of single dimensionless parameter for case of instantaneous and complete load rejection by using mechanical differential analyzer of University of California.
Unsteady Flow in Conduits with Simple Surge Tanks
Fundamental flow equations are simple in concept, but they are nonlinear and hence difficult of solution; paper presents general solution of simple tank problem in terms of single dimensionless parameter for case of instantaneous and complete load rejection by using mechanical differential analyzer of University of California.
Unsteady Flow in Conduits with Simple Surge Tanks
Taylor, E. H. (author) / Reisman, Arnold (author) / Ward, Jack W. (author)
Journal of the Hydraulics Division ; 85 ; 1-11
2021-01-01
111959-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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