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Method is given for dimensioning relief and discharge towers on basis of model tests; in many cases, crest of circular spill-weir was designed in accordance with overflow sections for linear axis so that crest shape corresponded to bottom surface of free aerated nappe flowing over sharp-edged weir; also, sections featuring low pressures under nappe have been investigated to increase efficiencies where possible.
Method is given for dimensioning relief and discharge towers on basis of model tests; in many cases, crest of circular spill-weir was designed in accordance with overflow sections for linear axis so that crest shape corresponded to bottom surface of free aerated nappe flowing over sharp-edged weir; also, sections featuring low pressures under nappe have been investigated to increase efficiencies where possible.
Dimensioning of relief and discharge towers
Int Congress Large Dams
Press, H. (Autor:in)
9th International Congress on Large Dams ; 1967 ; Turkey , Istanbul
1967
5 pages
Aufsatz (Konferenz)
Englisch
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