The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft’/s at 40 minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second 10 minutes based on the assumption that the loss rate is ø= 0.6 inches/hour and the base flow rate is 20 ft³/s.
The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft’/s at 40 minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second 10 minutes based on the assumption that the loss rate is ø= 0.6 inches/hour and the base flow rate is 20 ft³/s.
Chapter2: Loads On Structures
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![(b) The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft/s at 40
minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed
for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second
10 minutes based on the assumption that the loss rate is ø= 0.6 inches/hour and the base flow rate is
20 ft/s.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F07182ae3-0332-46bc-bc8f-f103a9c03760%2F0d5cda42-bf24-41ef-9250-1167b5d52f1a%2Fr3c1w0p_processed.png&w=3840&q=75)
Transcribed Image Text:(b) The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft/s at 40
minutes and a total duration of 90 minutes. Compute the streamflow hydrograph from this watershed
for a rainstorm in which 2.1 inches of rain falls in the first 10 minutes and 1.1 inches in the second
10 minutes based on the assumption that the loss rate is ø= 0.6 inches/hour and the base flow rate is
20 ft/s.
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