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Results of 305 tests made at University of Michigan on broad-crested weirs of various designs, in rectangular wooden flume 2 ft. wide; crests varied in breadth from 10 to 15.5 ft. and in slopes from level to 0.085; range of head was 0.5 ft. to 1.5 ft. volume of flow 2.0 to 11.0 cu. ft. per sec.; advantages of broad-crested over sharp-crested weir; location of critical depth; variation of weir coefficient with head. Appendix entitled Supplemental Tests -- Weirs with Aprons Inclined Up Stream and Down Stream, A. R. Webb. (See also - (discussions) nos. 8 Oct. 1930, pp. 1941-1943 and nos. 10 Dec., pp. 2197-2202)
Results of 305 tests made at University of Michigan on broad-crested weirs of various designs, in rectangular wooden flume 2 ft. wide; crests varied in breadth from 10 to 15.5 ft. and in slopes from level to 0.085; range of head was 0.5 ft. to 1.5 ft. volume of flow 2.0 to 11.0 cu. ft. per sec.; advantages of broad-crested over sharp-crested weir; location of critical depth; variation of weir coefficient with head. Appendix entitled Supplemental Tests -- Weirs with Aprons Inclined Up Stream and Down Stream, A. R. Webb. (See also - (discussions) nos. 8 Oct. 1930, pp. 1941-1943 and nos. 10 Dec., pp. 2197-2202)
Tests of broad-crested Weirs
Am. Soc. Civil Engrs. -- Proc.
Woodburn, J.G. (author)
1930
30 pages
16 Figs.
Article (Journal)
English
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| Engineering Index Backfile | 1932
| Engineering Index Backfile | 1932
| ASCE | 2021
Discussion of “King on Tests of Broad-Crested Weirs”
| ASCE | 2021
Closure to “Woodburn on Tests of Broad-Crested Weirs”
| ASCE | 2021