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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. (author)
9th International Congress on Large Dams ; 1967 ; Turkey , Istanbul
1967
5 pages
Conference paper
English
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