Rework Example from the case study on Jones Creek for Subbasin C (see PowerPoint on textbo...

Rework Example from the case study on Jones Creek for Subbasin C (see PowerPoint on textbook website). 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 a and b.

Example

Figure a

Figure b