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MOTIVATION AND BACKGROUND: Numerical simulation of inundation has been an integral part of flooding analysis since the advent of modern computing. These simulations have historically been performed using the Shallow Water Equations (SWE) in two dimensions (2D) due to the accuracy of results obtained. However, the solution of 2D-SWE can impose run-time constraints because of the computational intensity required (Prestininzi 2008); therefore, in general, 2D-SWE are of reduced use for problems where inundation results are required in a time-sensitive manner. In such instances, the computational efficiency and stability afforded by DW equations are of benefit.

Formulation, implementation and testing of the Diffusive Wave (DW) module of Adaptive Hydraulics (AdH)