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Irrotational flow over weirs
Dissertation   Open access

Irrotational flow over weirs

Theodor Serafimovich Strelkoff
University of Iowa
Doctor of Philosophy (PhD), State University of Iowa
Spring 1962
DOI: 10.17077/etd.005641
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Abstract

The problem of two-dimensional, irrotational flow over a vertical sharp-crested weir is expressed, exactly, by an integral equation, derived with the aid of conformal mapping and singularity distribution. A numerical procedure for checking trial-and-error solutions of the equation is programmed in Fortran language for automatic calculation on a high-speed, electronic, digital computer -- either the IBM 704 or IBM 709. The resulting approximate solutions are presented in the form of flow profiles and discharge coefficients for head-to-height ratios h/w = .18, 1.15, 2.11, 4.36, 10.30. Available experimental data for comparable geometries are plotted on the same graphs to indicate the effects of viscosity and surface tension, present in real flows. Inaccuracies, infeasible to reduce by trial and error, are shown to be present in the final results. The basis of an iterative procedure for solving the integral equation for accurately and less tediously is proposed and partially developed.
Hydraulic Engineering Weirs

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