Hydraulic Performance of an Embankment Weir with Rough Crest-Reference-Cited by-同舟云学术

Hydraulic Performance of an Embankment Weir with Rough Crest

Published:2017-03 Issue:3 Volume:143 Page:04016086
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Felder Stefan¹,Islam Nushan²

Affiliation:

1. Lecturer, Water Research Laboratory, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2093, Australia (corresponding author).

2. Honours Student, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

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.1943-7900.0001255

Reference33 articles.

1. Discharge Characteristics of Weirs of Finite Crest Length with Upstream and Downstream Ramps

2. Bazin H. (1896). “Expériences nouvelles sur l’ecoulement par déversoir [recent experiments on the flow of water over weirs].” Annales des Ponts et Chaussées Paris (in French).

3. Das Aehnlichkeitsgesetz bei Reibungsvorgängen in Flüssigkeiten

4. Bos M. G. (1976). “Discharge measurement structures.” Rapport 4 Laboratorium voor Hydraulica an Afvoerhydrologie Landbouwhogeschool Wageningen Netherlands.

5. Depth-Averaged Specific Energy in Open-Channel Flow and Analytical Solution for Critical Irrotational Flow over Weirs

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