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Model tests on structures for hydroelectric developments
Tests on Holtwood and Safe Harbor developments in southern Pennsylvania; tests to determine discharge coefficients of various spillways; effect of depth of approach on discharge coefficient; effect of submerged obstructions; water pressures acting on spillway face; effectiveness of pier nose designs; results of erosion in connection with apron design; location of deflecting wall below Holtwood Dam. (See also - discussion p 575-9 and discussion n 6 June p 1039-40)
Model tests on structures for hydroelectric developments
Tests on Holtwood and Safe Harbor developments in southern Pennsylvania; tests to determine discharge coefficients of various spillways; effect of depth of approach on discharge coefficient; effect of submerged obstructions; water pressures acting on spillway face; effectiveness of pier nose designs; results of erosion in connection with apron design; location of deflecting wall below Holtwood Dam. (See also - discussion p 575-9 and discussion n 6 June p 1039-40)
Model tests on structures for hydroelectric developments
Am Soc Civ Engrs -- Proc
Davis, L.M. (author)
1942
21 pages
Article (Journal)
English
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Model Tests on Structures For Hydroelectric Developments
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