Discharge Coefficient of a Trapezoidal Broad-Crested Side Weir for Low Approach Froude Numbers-Reference-Cited by-同舟云学术

Discharge Coefficient of a Trapezoidal Broad-Crested Side Weir for Low Approach Froude Numbers

Published:2014-08 Issue:8 Volume:140 Page:06014013
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Říha Jaromír¹,Zachoval Zbyněk²

Affiliation:

1. Professor, Institute of Water Structures, Faculty of Civil Engineering, Brno Univ. of Technology, 602 00 Brno, Czech Republic (corresponding author).

2. Assistant Professor, Laboratory of Water Management Research, Institute of Water Structures, Faculty of Civil Engineering, Brno Univ. of Technology, 602 00 Brno, Czech Republic.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000889

Reference23 articles.

1. A study of spatial variation of discharge coefficient in broad-crested inclined side weirs

2. Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow

3. Subcritical Side-Weir Flow at High Lateral Discharge

4. Saggio di teoria del funzionamento degli stramazzi laterali (o sfioratori longitudinali);De Marchi G.;L’Energia Elettrica,1934

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