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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. (Autor:in) / Marsooli, R. (Autor:in) / He, Z. (Autor:in)
JOURNAL OF HYDRAULIC ENGINEERING -NEW YORK- ; 138 ; 503-516
01.01.2012
14 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
627
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