A synthetic design storm was developed in Example 7.11 for 24-hour rainfall duration and 2-hour computational time step. This design storm will be applied to a watershed characterized by a drainage area of 45 acres, sandy loam soil, and an initial effective saturation Se of 32 percent. Use the Green and Ampt model with parameter values from Table 8.4 to determine the runoff volume. Perform the computations in English units and express your final results alternatively in inches and acre-feet.
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