1. Tables below show data of stream flow and rainfall observed for a particular watershed with an area of approximately 9552676.06 ft*. Assume a baseflow of 75 cfs. 2. With this data, generate a unit hydrograph that can be used to estimate the stream flow for all rainfall amount. Gross Precipitation in/h Time Time Observed Hydrograph Hr Hr 0-1 cfs 1.00 75 1-2 1.80 1 75 2-3 3.00 2 110 3-4 0.75 3 205 4 305 5 280 6 205 7 8 130 75 3. Determine the following: Е Ф-index g. Duration of effective rainfall (duration of the unit hydrograph) a. Direct runoff hydrograph b. Volume of direct runoff c. Effective rainfall d. Unit hydrograph e. Volume losses

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