Apply the Modified Rational Method to a 7 acre watershed with a time of concentration of 0.80 hours and a runoff coefficient of 0.7.
a.Determine and plot the direct runoff hydrograph for a 1-hour storm that drops 2 inches of rain. What is the peak flow, time to peak, and base time?
b.Determine and plot the direct runoff hydrograph for a 10-minute storm that drops 0.8 inches of rain. What is the peak flow, time to peak, and base time?
Drainage area in acres = A = 7 acres
Runoff coefficient = C = 0.7
Time of concentration = Tc = 0.8 hours
Tp Time to peak = the time from the center of mass of rainfall excess to the peak of the hydrograph.
Base time Tb = Total duration of hydrograph.
a)
Rainfall intensity in inches/hr = i = 2 inches
Q (Peak flow) = C * i * A
= 0.7 * 2 * 7 = 9.8 cubic feet per second
Tp (time to peak) = 0.4 Hours
Base time = Tb = 1.7 Hours
b) Rainfall intensity in inches/hr = i = 0.8*6 = 4.8 inches (convert 10 min to 1 hour)
Q (Peak flow) = C * i * A
= 0.7 * 4.8 * 7 = 23.52 cubic feet per second
Highest Q will be the reached in 10 min. = 23.52/6 = 3.92
Tp (Time to peak) = 0.05 Hours
Base time = Tb = 0.1 Hours ( as it takes almost same time for water to decrease)
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