Dynamic Model for Subcritical Combining Flows in Channel Junctions
Author:
Affiliation:
1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7.
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7.
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%290733-9429%282002%29128%3A9%28821%29
Reference10 articles.
1. Separation Zone at Open‐Channel Junctions
2. Chaudhry M. H. (1993). Open-channel flow Prentice-Hall Englewood Cliffs N. J.
3. Danish Hydraulic Institute. (1999). Denmark 〈http://www.dhi.dk〉.
4. Environment Canada Water Modeling Section. (1988). “One dimensional hydrodynamic model.” Water Planning and Management Branch Environment Canada.
5. Numerical simulation of unsteady flow at open channel junctions
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