Head-Discharge Relationships for Submerged Labyrinth Weirs

Author:

Tullis B. P.122,Young J. C.122,Chandler M. A.122

Affiliation:

1. Assistant Professor, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200.

2. Graduate Student, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference11 articles.

1. Bazin H. (1894). “Experiences nouvelles sur l’écoulement en déversoir.” Vol. VII Annales des Points et Chaussees Memoires et Documents.

2. Cox G. N. (1928). “The submerged weir as a measuring device.” Bulletin engineering experiment station series no. 67 Univ. of Wisconsin Madison Wis.

3. Experiments on the flow of water over submerged weirs;Francis J. B.;Trans. Am. Soc. Civ. Eng.,1884

4. Description of some experiments on flow of water made during the construction of works for conveying water of Sudbury River to Boston;Fteley A.;Trans. Am. Soc. Civ. Eng.,1883

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