Potential Flow Solution for Open-Channel Flows and Weir-Crest Overflow
Author:
Affiliation:
1. Research Hydraulic Engineer, Instituto de Agricultura Sostenible, CSIC, apdo 4084, Alameda del Obispo s/n, 14080 Cordoba, Spain.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0000580
Reference39 articles.
1. Transformation of elliptic partial differential equations for solving two-dimensional boundary value problems in fluid flow
2. Irrotational flow over spillways of finite height;Cassidy J. J.;J. Eng. Mech. Div.,1965
3. Curvilinear flow over round-crested weirs
4. Minimum Specific Energy and Critical Flow Conditions in Open Channels
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