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A simple 2-D inundation model for incorporating flood damage in urban drainage planning

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Table 1. Location of nodes in 2-D grid domain.
Fig. 1. An alternating direction flood routing during each half time step.
Fig. 2. Interacting physical systems which can be simulated by 1-D–2-D coupled flood model.
Fig. 3. Algorithm showing computation sequences of the 1-D–2-D coupled model (Where t 2 −D is inundation model time step, t r and t s are the SWMM reporting and routing step).
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