CIV E 632 - COMPUTATIONAL HYDRAULICS AND HYDROLOGY SPRING 2008 HOMEWORK No. 5 Prove that Eqs. 10-10 and 10-11 of the text (Ponce: Engineering Hydrology) are one and the same. A watershed has a drainage area of 1000 km2. The following rainfall hyetograph has a produced a peak of 491 m3/s at a time of 66 hr (11th interval). Hyetograph time interval: 6 hr Increments of effective rainfall hyetograph (cm/hr): 0.2, 1.0, 0.8, 0.4 What are the parameters (K and n) of the method of cascade of linear reservoirs applicable to this watershed? Use onlinerouting08.php.