The following table displays the recorded flow rates for a net rain of 1.92 inches that occurred over an exam watershed during a 12 hours rainstorm. (a) Determine an appropriate UH for the watershed, (b) obtain a 6-hr UH (1") for the exam watershed, and (c) determine the streamflow hydrograph of the exam watershed for a 24- hr rainstorm having 6-hr blocks of uniform net rain of 1, 2, 3, and 1 inch. Specify the magnitude and time of occurrence of the peak flow. Time (hrs) Observed streamflow (cfs) 0 4 6 12 18 24 30 36 42 48 54 60 8 4 8 24 34 44 34 24 18 12
The following table displays the recorded flow rates for a net rain of 1.92 inches that occurred over an exam watershed during a 12 hours rainstorm. (a) Determine an appropriate UH for the watershed, (b) obtain a 6-hr UH (1") for the exam watershed, and (c) determine the streamflow hydrograph of the exam watershed for a 24- hr rainstorm having 6-hr blocks of uniform net rain of 1, 2, 3, and 1 inch. Specify the magnitude and time of occurrence of the peak flow. Time (hrs) Observed streamflow (cfs) 0 4 6 12 18 24 30 36 42 48 54 60 8 4 8 24 34 44 34 24 18 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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