Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Tests of Broad-Crested Weirs
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
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. (Autor:in)
Transactions of the American Society of Civil Engineers ; 96 ; 387-416
01.01.2021
301932-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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
|