Articles | Volume 14, issue 1
https://doi.org/10.5194/nhess-14-11-2014
https://doi.org/10.5194/nhess-14-11-2014
Research article
 | 
03 Jan 2014
Research article |  | 03 Jan 2014

Numerical modeling of the lateral widening of levee breach by overtopping in a flume with 180° bend

S.-T. Dou, D.-W. Wang, M.-H. Yu, and Y.-J. Liang

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Cited articles

Apel, H., Thieken, A. H., Merz, B., and Blöschl, G.: A probabilistic modelling system 5 for assessingflood risks, Nat. Hazards, 38, 79–100, 2006.
Chen, W. B., Liu, W. C., Wu, C. Y.: Coupling of a one-dimensional river routing model and a three-dimensional ocean model to predict overbank flows in a complex river–ocean system, Appl. Mathemat. Modell., 37, 6163–6176, 2013.
Cristofano, E. A.: Method of computing erosion rate for failure of earthfill dams. US Department of the Interior, Bureau of Reclamation, Engineering and Research Center, Washington DC, 1973.
Faeh, R.: Numerical Modeling of Breach Erosion of River Embankments, J. Hydraul. Engineer., 133, 1000–1009, 2007.
Fread, D. L.: DAMBRK: The NWS dam-break flood forecasting model, Vol. 4. Hydrologic Research Laboratory, National Weather Service, NOAA, Maryland, 1984
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