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TítuloBenchmarking of the Iber capabilities for 2D free surface flow modelling

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Figure

Figure 1. Bed elevation of the channel of test case 1, position of the boundary condition (BC) and the  output points (P1 and P2)
Figure 5. Test 1. Flow hydrograph imposed at the inlet boundary.
Figure 6. 2D-map of the maximum water elevation obtained using Iber with three numerical schemes:
Figure 8. Water elevation time series obtained with Iber using three numerical schemes (Roe 1 st  order,  Roe 2 nd  order and DHD) and with TUFLOW, InfoWorks ICM and JFLOW+ at points 1, 4, 10 and 12
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