Application of the Generalized Flow Equation to All Flow Conditions at Spillways-Reference-Cited by-同舟云学术

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Application of the Generalized Flow Equation to All Flow Conditions at Spillways

Published:2017-05-18 Issue: Volume: Page:
ISSN:
Container-title:World Environmental and Water Resources Congress 2017
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Author:

Chen Zhiming¹²³,Ansar Matahel¹²³,Chen Menjiang¹²³

Affiliation:

1. Principal Engineer, Operations Section, Operations, Engineering and Construction Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.

2. Section Administrator, Applied Hydraulics Section, Hydrology and Hydraulics Bureau, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.

3. Senior Engineer, Hartman Consulting and Design, 301 E. Pine St., Suite 1020, Orlando, FL 32801.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480625.008

Reference11 articles.

1. Generalized Flow Rating Equations at Prototype Gated Spillways;Ansar M.;Journal of Hydraulic Engineering,2009

2. Transitional Flow between Orifice and Non-Orifice Regimes at a Rectangular Canal Gate;Cabezas O.;M.S Thesis, Department of Irrigation Engineering, Utah State University,2008

3. Transitional Flow between Orifice and Non-Orifice Regimes at a Rectangular Canal Gate;Cabezas O.;Journal of Irrigation and Drainage Engineering,2009

4. Chow V. T. (1959). Open Channel Hydraulics McGraw-Hill Book Co. New York 680 pp.

5. Clemmens A. J. (2004). "Avoiding Submergence Transition Zone for Radial Gates in Parallel." Proceedings of the 2004 ASCE/EWRI World Water and Environmental Resources Congress June 27 to July 1 2004 Salt Lake City Utah.

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