Rework Example 1 from the case study on Jones Creek for Subbasin C(see PowerPoint). The baseflow for

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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.
Rework Example 1 from the case study on Jones Creek
Rework Example 1 from the case study on Jones Creek
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Hydrology and Floodplain Analysis

ISBN: 978-0132567961

5th edition

Authors: Philip B. Bedient, Wayne C. Huber, Baxter E. Vieux

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