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Depth-Averaged Hydrodynamic Model for Gradual Breaching of Embankment Dams Attributable to Overtopping Considering Suspended Sediment Transport
Depth-Averaged Hydrodynamic Model for Gradual Breaching of Embankment Dams Attributable to Overtopping Considering Suspended Sediment Transport
Depth-Averaged Hydrodynamic Model for Gradual Breaching of Embankment Dams Attributable to Overtopping Considering Suspended Sediment Transport
Sabbagh-Yazdi, S.-R. (Autor:in) / Jamshidi, M. (Autor:in)
JOURNAL OF HYDRAULIC ENGINEERING -NEW YORK- ; 139 ; 580-592
01.01.2013
13 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
627
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