Given below are the measured streamflow in cfs from a storm of 6-hour duration on a stream having a drainage area of 185 mi². Derive the unit hydrograph (UH) by the inverse procedure. Assume a constant baseflow of 550 cfs. Hour Day 1 Day 2 Day 3 Day 4 Midnight 550 5,000 1,900 550 6 am 600 4,000 1,400 Noon 9,000 3,000 1,000 6 pm 6,600 2,500 750
Given below are the measured streamflow in cfs from a storm of 6-hour duration on a stream having a drainage area of 185 mi². Derive the unit hydrograph (UH) by the inverse procedure. Assume a constant baseflow of 550 cfs. Hour Day 1 Day 2 Day 3 Day 4 Midnight 550 5,000 1,900 550 6 am 600 4,000 1,400 Noon 9,000 3,000 1,000 6 pm 6,600 2,500 750
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Given data
VIEWStep 2: Calculating direct runoff hydrograph
VIEWStep 3: Calculating volume of direct runoff hydrograph
VIEWStep 4: Calculating unit hydrograph
VIEWStep 5: Solution in table
VIEWStep 6: plot the graph for measured flow, direct runoff hydrograph, and unit hydrograph Vs duration
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