Critical Flow over Circular Crested Weirs-Reference-Cited by-同舟云学术

Critical Flow over Circular Crested Weirs

Published:2008-11 Issue:11 Volume:134 Page:1661-1664
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Castro-Orgaz O.¹²³,Giráldez J. V.¹²³,Ayuso J. L.¹²³

Affiliation:

1. Dept. of Agronomy, Univ. of Cordoba, Apdo. 3048, 14080 Cordoba, Spain (corresponding author).

2. Dept. of Agronomy, Univ. of Cordoba, Apdo. 3048, 14080 Cordoba, Spain; and, Dept. of Agronomy, IAS, CSIC, Apdo. 4084, 14080 Cordoba, Spain.

3. Dept. of Agricultural Engineering, Univ. of Cordoba, Apdo. 3048, 14080 Cordoba, Spain.

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%290733-9429%282008%29134%3A11%281661%29

Reference17 articles.

1. Chanson H. and Montes J. S. (1997). “Overflow characteristics of cylindrical weirs.” Research Rep. No . CE 154 Dept. of Civil Engineering The Univ. of Queensland Brisbane Australia.

2. Overflow Characteristics of Circular Weirs: Effects of Inflow Conditions

3. NEW NONLINEAR SHALLOW-FLOW EQUATIONS WITH CURVATURE

4. Fawer C. (1937). “tude de quelques écoulements permanents à filets courbes.” Thesis Univ. de Lausanne La Concorde Lausanne Switzerland (in French).

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