Computation of gradually varied flow in compound open channel networks
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s12046-014-0299-5.pdf
Reference22 articles.
1. Ackers P 1993 Flow formulae for straight two-stage channels. J. Hydraul. Res. 31(4): 509–531
2. Bhattacharjya R K 2006 Optimal design of open channel section incorporating critical flow condition. J. Irrig. Drain. Eng. 132(5): 513–518
3. Blalock M E and Sturm T W 1981 Minimum specific energy in compound open channel. J. Hydraulics Division ASCE 107(HY6): 699–717
4. Blalock M E and Sturm T W 1983 Closure of minimum specific energy in compound open channel. J. Hydraulics Division ASCE 109(HY3): 483–486
5. Bousmar D and Zech Y 1999 Momentum transfer for practical flow computation in compound channels. J. Hydraul. Eng. 125(7): 696–706
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