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Discharge characteristics of an embankment-shaped weirPrawel, Sherwood Peter 12 1900 (has links)
No description available.
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Discharge characteristics of rectangular notch weirs in rectangular channelsWells, James Robert 08 1900 (has links)
No description available.
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Influence of fluid properties related to thickness of weir crestBravo Restrepo, Pablo 05 1900 (has links)
No description available.
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A comprehensive discharge equation for rectangular-notch weirsCarter, Rolland William 08 1900 (has links)
No description available.
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Tests of broad-crested weirsWoodburn, James Gelston, January 1900 (has links)
Thesis (Ph. D.)--University of Michigan, 1929. / Reprinted from Proceedings of the American society of civil engineers, Sept., 1930.
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Tests on broad-crested weir of circular cross sectionDave, R. M. January 1960 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1960. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 57-58).
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Spatially varied hydraulic flow through open channelsYeke Yazdandoost, Farhad January 1991 (has links)
No description available.
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Discharge characteristics of an embankment-shaped weirSigurdsson, Gunnar 08 1900 (has links)
No description available.
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Influence of the boundary layer on embankment-shaped weirsDavidian, Jacob 05 1900 (has links)
No description available.
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The submerged weir as a measuring device a method for making accurate stream flow measurements that involve small loss of head /Cox, Glen Nelson, January 1928 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison, 1928. / Includes bibliographical references (p. 152-153).
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