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Theoretical and experimental study of use of free overfall as flow meter which needs no calibration; although flow at overfall is not parallel, crest section is that of true minimum energy and hence is actual control section; furthermore, crest depth is constant percentage of computed critical depth for parallel flow; pressure distribution in region of crest; depth of flow at crest; effects of breadth of weir. (See also - n 10 discussion Oct p 690)
Theoretical and experimental study of use of free overfall as flow meter which needs no calibration; although flow at overfall is not parallel, crest section is that of true minimum energy and hence is actual control section; furthermore, crest depth is constant percentage of computed critical depth for parallel flow; pressure distribution in region of crest; depth of flow at crest; effects of breadth of weir. (See also - n 10 discussion Oct p 690)
Discharge characteristics of free overfall
Civ Eng
Rouse, H. (author)
1936
4 pages
Article (Journal)
English
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