Recent content by turbo83lude

Thank you very much for the response. Question: Why can't solve this problem using the s-curve method? When would you typically use the s-curve method?

Need help understanding/solving this problem. The 1-hr unit hydrograph of excess precipitation is shown in the table below. Time (hr) 0 1 2 3 4 5 Discharge Q (cfs/in) 0 35 75 105 40 0 A 2-hr storm produces 1.7 in. of runoff during the first hour followed by 0.8 in. of...

Could you please send Goswami Errata to [email protected]? Much appreciated.