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Current-meter discharge measurements made on spillways with gate-openings from 3 ft. to full gate and under conditions of no discharge and full discharge through adjacent spillways; head on crest was 18 ft.; discharge quantities and coefficients; 4-in., three-blade, horizontal-axis current meter, of propeller type was used. (See also - discussion vol. 56, nos. 1 Jan. 1930, pp. 159-161, n 2 Feb., pp. 363-364 and n 8 Oct., pp. 1893-1895)
Current-meter discharge measurements made on spillways with gate-openings from 3 ft. to full gate and under conditions of no discharge and full discharge through adjacent spillways; head on crest was 18 ft.; discharge quantities and coefficients; 4-in., three-blade, horizontal-axis current meter, of propeller type was used. (See also - discussion vol. 56, nos. 1 Jan. 1930, pp. 159-161, n 2 Feb., pp. 363-364 and n 8 Oct., pp. 1893-1895)
Spillway discharge capacity of Wilson Dam
Am. Soc. Civil Engrs. -- Proc
Puls, L.G. (author)
1929
15 pages
8 Figs.
Article (Journal)
English
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Spillway discharge capacity of Wilson Dam
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