Subcritical Side-Weir Flow at High Lateral Discharge-Reference-Cited by-同舟云学术

Subcritical Side-Weir Flow at High Lateral Discharge

Published:2012-09 Issue:9 Volume:138 Page:777-787
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Castro-Orgaz Oscar¹,Hager Willi H.²

Affiliation:

1. Hydraulic Research Scientist, Instituto de Agricultura Sostenible, Consejo Superior de Investigaciones Cientificas, Finca Alameda del Obispo, E-14080, Cordoba, Spain (corresponding author).

2. Professor, VAW, ETH Zurich, CH-8092 Zürich, Switzerland.

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.1943-7900.0000581

Reference32 articles.

1. A THEORETICAL CONSIDERATION OF SIDE WEIRS AS STORMWATER OVERFLOWS. HYDRAULICS PAPER NO 11. SYMPOSIUM OF FOUR PAPERS ON SIDE SPILLWAYS.

2. Balmforth D. J. and Sarginson E. J. (1983). “An experimental investigation of the discharge capacity of side weirs.” Proc. Int. Conf. Hydraulic Aspects of Floods and Flood Control British Hydraulic Research Association (BHRA) London 171–180.

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

4. Spatially varied flow equations

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