Modeling of Flood Wave Propagation through Levee Breach Using MIKE21, A Case Study in Helleh River, Iran-Reference-Cited by-同舟云学术

Modeling of Flood Wave Propagation through Levee Breach Using MIKE21, A Case Study in Helleh River, Iran

Published:2010-05-14 Issue: Volume: Page:
ISSN:
Container-title:World Environmental and Water Resources Congress 2010
language:
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Author:

Zolghadr Masih,Hashemi M. Reza,Hosseinipour E. Zia

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41114%28371%29276

Reference19 articles.

1. Aureli F. Mignosa P. (2001) Comparison between experimental and numerical results of 2-D flows due to levee-breaking Proceedings of XXIX IAHR Congress. No.252 Beijing: China.

2. Dam-Break Flows: Acquisition of Experimental Data through an Imaging Technique and 2D Numerical Modeling

3. Chaudhry M. H. (1993) Open Channel Flow Prentice-Hall Inc. New Jersey pp.483

4. Danish Hydraulic Institute (2000) MIKE 21 flow model Hydrodynamic module scientific documentation DHI Denmark.

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