Question: Rework Example 1 from the case study on Jones Creek for Subbasin C(see PowerPoint). The baseflow for Subbasin C is 200 cfs. In addition, the

Rework Example 1 from the case study on Jones Creek for Subbasin C(see PowerPoint). The baseflow for Subbasin C is 200 cfs. In addition, the initial infiltration for the first hour is 1 in and a constant infiltration of 0.5 in thereafter. The storm hydrograph and rainfall hyetograph for Subbasin C are given in Figures 30a and 30b.

Hydrograph for Subbasin C 900 800 700 600 600 9 4007 200 100 0 6 112 14 Time (hr) Rainfall hyetograph (Subbasin C) 2.5 1.5 E0.5 0 Time (hr)

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