A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
This paper gives the results of 305 tests made during 1928-29 at the University of Michigan, Ann Arbor, Mich., on broad-crested weirs of various designs in a rectangular wooden flume 2 ft. wide. The crests varied in breadth from 10 to 15.5 ft., and in slopes and combinations of slopes from level to 0.085. The range of head was from 0.5 ft. to 1.5 ft. and of volume of flow from 2.0 to 11.0 cu. ft. per sec.
This paper gives the results of 305 tests made during 1928-29 at the University of Michigan, Ann Arbor, Mich., on broad-crested weirs of various designs in a rectangular wooden flume 2 ft. wide. The crests varied in breadth from 10 to 15.5 ft., and in slopes and combinations of slopes from level to 0.085. The range of head was from 0.5 ft. to 1.5 ft. and of volume of flow from 2.0 to 11.0 cu. ft. per sec.
Tests of Broad-Crested Weirs
Woodburn, James G. (author)
Transactions of the American Society of Civil Engineers ; 96 ; 387-416
2021-01-01
301932-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| Engineering Index Backfile | 1932
| Engineering Index Backfile | 1932
| Engineering Index Backfile | 1930
Discussion of “King on Tests of Broad-Crested Weirs”
| ASCE | 2021
Closure to “Woodburn on Tests of Broad-Crested Weirs”
| ASCE | 2021