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Higher order critical flow condition in curved streamline flow

Published:2008-11 Issue:6 Volume:46 Page:849-853
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Castro-Orgaz Oscar¹,Giráldez Juan Vicente²,Ayuso Jose Luis³

Affiliation:

1. a Department of Agronomy , University of Cordoba , c/Fernando Colón n °1, 3 izq., E-14002, Cordoba, Spain Phone:

2. b Department of Agronomy and Plant Breeding , IAS, CSIC , Apdo. 4084, Cordoba, Spain E-mail:

3. c Department of Rural Engineering , University of Cordoba , Apdo. 3048, 14080, Cordoba, Spain E-mail:

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2008.9521931

Reference14 articles.

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

2. Approximate treatment of plane channel flow

3. Critical flow condition in open channel hydraulics

4. Equations for Plane, Moderately Curved Open Channel Flows

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