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Depth-Averaged Two-Dimensional Model of Unsteady Flow and Sediment Transport due to Noncohesive Embankment Break/Breaching
Depth-Averaged Two-Dimensional Model of Unsteady Flow and Sediment Transport due to Noncohesive Embankment Break/Breaching
Depth-Averaged Two-Dimensional Model of Unsteady Flow and Sediment Transport due to Noncohesive Embankment Break/Breaching
Wu, W. (author) / Marsooli, R. (author) / He, Z. (author)
JOURNAL OF HYDRAULIC ENGINEERING -NEW YORK- ; 138 ; 503-516
2012-01-01
14 pages
Article (Journal)
English
DDC:
627
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Overtopping Breaching of Noncohesive Embankment Dams
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