onlineoverland:   Overland flow using the diffusion wave method         References Ponce, V. M., 1986. Diffusion wave modeling of catchment dynamics. Journal of Hydraulic Engineering, Vol. 112, No. 8, August, 716-727. Ponce, V. M., 1989. Engineering Hydrology: Principles and Practices, Prentice Hall, Englewood Cliffs, New Jersey, 322-325. PROGRAM OF RUNS:      Run types: Use only SI units to start. Test sensitivity to rainfall depth: 5, 10, 20 Test sensitivity to rainfall depth: 3, 6, 12 Test 2, 3, 5 uniform distribution: [0,.1,] [0.,0.5,1.] [0.,0.25,0.5,0.75,1.] Test TST 12, 24, 48 Test NΔt 48, 96, 192 Test fraction FLP 0.3, 0.5, 0.7 Test slope left plane 0.001, 0.005, 0.01 Test Manning left plane 0.075, 0.1, 0.15 Test beta left plane 1.5, 2., 3. Test channel slope 0.01, 0.001, 0.0001 Test Mannings in the channel 0.015, 0.025, 0.035 Test design flow depth 0.3, 0.6, 1.0 Test side slope 0,1.5,3 Thank you for running   onlineoverland.php   [130802 08:15]