3cm of net rain fell on a catchment during a one hour storm. The resulting total flow in the river draining this catchment from this rain event is given in Table Q3; the estimated baseflow is a constant value of 3m³/s. Develop the first 3 hours of the 1-hr unit hydrograph for the river. Time hrs 0 1 2 34 Table Q3 5 6 Total cumecs 4 5.4 14.6 32.7 19.7 12.3 7.3
3cm of net rain fell on a catchment during a one hour storm. The resulting total flow in the river draining this catchment from this rain event is given in Table Q3; the estimated baseflow is a constant value of 3m³/s. Develop the first 3 hours of the 1-hr unit hydrograph for the river. Time hrs 0 1 2 34 Table Q3 5 6 Total cumecs 4 5.4 14.6 32.7 19.7 12.3 7.3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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