Titlebook: Advances in Water Resources & Hydraulic Engineering; Proceedings of 16th Changkuan Zhang,Hongwu Tang Conference proceedings 2009 Springer-

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https://doi.org/10.1057/9781137074072 good and acceptable agreements with the observed ones. The diffusive model is suitable for the hill areas and the steep slopes while the dynamic model is suitable for the river flow with high water depths, the flat areas and the mild slopes. The lateral flow and roughness coefficient have significant effects on the simulated resultes.

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,Posterity and Writing ‘for the Day’,ution of model parameters on total discharge. Bayesian updating within GLUE, and the spatial distribution of sensitivity indices were not covered, and can be the key to extend the analysis into fully distributed schemes.

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