Two-dimensional flood plain flow. II: Model validation

Information from two floods on the Waihao River rural flood plain in New Ze aland was used to validate a two-dimensional flood plain flow model, Hydro2 de. An aerial photogrammetric survey digitally described the terrain. Measu rements during and after the floods, and a global positioning system survey of positions from photographic records and other information recalled year s later by flood plain residents, provided flood level, depth, and extent d ata to test the model. Uncalibrated, with inputs from the river and levee o vertopping or breaches, the model underestimated levels, depths, and the ar ea covered by floodwaters. The estimates were sufficiently close to be usef ul for flood plains without previous flood measurements. Calibrated to repr oduce the measured flood extents, the model gave levels and depths closer t o reality that were good at the edges of the flood plain subareas, but unde restimated depths in the center of the flow. The underestimates occurred be cause the model did not include details of houses, hedges, and fences, nor any wave action of the water flow. A comparison is made to one-dimensional modeling using the MIKE11 model. Two-dimensional flood plain flow modeling promises benefits over one-dimensional modeling, in particular because the former does not require operator choice of a network of "channels" to repre sent the flood plain. The two-dimensional modeling reported here shows that improving the accuracy of the digital terrain model would provide the most improvement to accuracy of the results. Model functionality could also use fully be improved.