Use a single-triangle unit hydrograph procedure to develop a storm hydrograph for a 1-h, 50-year storm event on a proposed 100-acre commercial and business watershed with soils in Hydrologic soil Group C. The watershed has average overland slopes of 1% and a hydraulic length of 6000 feet. The rainfall depth during the 1-hour, 50-year storm event was 2.0 in.
Use a single-triangle unit hydrograph procedure to develop a storm hydrograph for a 1-h, 50-year storm event on a proposed 100-acre commercial and business watershed with soils in Hydrologic soil Group C. The watershed has average overland slopes of 1% and a hydraulic length of 6000 feet. The rainfall depth during the 1-hour, 50-year storm event was 2.0 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use a single-triangle unit hydrograph procedure to develop a storm hydrograph for a 1-h, 50-year storm event on a proposed 100-acre commercial and business watershed with soils in Hydrologic soil Group C. The watershed has average overland slopes of 1% and a hydraulic length of 6000 feet. The rainfall depth during the 1-hour, 50-year storm event was 2.0 in.
If the storm duration is longer than the lag time for either land use, if there were 0.25, 1.00, 0.50, and 0.25 in of rainfall during each 15 min of the rainfall event.
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