3BRI(E)RE C,ABADIE S,BRETEL P. Assessment of TELEMAC system performances,a hydrodynamic case study of Anglet,France[J].{H}Coastal Engineering,2007,(04):345-356.
4ASARO G,PARIS E. The effects induced by a new embankment at the confluence between two rivers:TELEMAC results compared with a physical model[J].{H}Hydrological Processes,2000,(13):2345-2353.
5WOLF J. Coastal flooding:impacts of coupled wave-surge-tide models[J].{H}NATURAL HAZARDS,2009,(02):241-260.
6SYME W J,PINNELL M G,WICKS J M. Modelling flood inundation of urban areas in the UK using 2D/1D hydraulic models[A].Australia,2004.
7JONES J E,DAVIES A M. Storm surge computations for the west coast of Britain using a finite element model (TELEMAC)[J].{H}OCEAN DYNAMICS,2008,(5-6):337-363.
8DI BALDASSARRE G,CASTELLARIN A,MONTANARI A. Probability-weighted hazard maps for comparing different flood risk management strategies:a case study[J].{H}NATURAL HAZARDS,2009,(03):479-496.
9LAM D,LEON L,HAMILTON S. Multi-model integration in decision support system:a technical user interface approach for watershed and lake management scenarios[J].{H}Environmental Modelling & Software,2004,(03):317-324.
10B(U)TTNER O,SCHULZ M,MATTHIES M. Flood and pollutant dispersal simulation in urban areas[A].2009.12-16.
