Head-Discharge Equation for Sharp-Crested Weir with Piecewise-Linear Sides-Reference-Cited by-同舟云学术

Head-Discharge Equation for Sharp-Crested Weir with Piecewise-Linear Sides

Published:2012-11 Issue:11 Volume:138 Page:1011-1018
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Vatankhah Ali R.¹

Affiliation:

1. Assistant Professor, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj, 31587-77871, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0000497

Reference17 articles.

1. Head-Discharge Equation for Sharp-Crested Polynomial Weir

2. The Design Of Proportional And Logarithmic Thin-Plate Weirs

3. Discussion of ‘Proportional weirs for sedimentation tanks’ by J. C. Stevens;Di Ricco G.;J. Hydraul. Div.,1957

4. The problem of the quadratic weir;Haszpara O.;Acta Tech. (Budapest, Hungary),1966

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