The hydrograph tabulated below was observed for a river draining a 40 square miles catchment, following a storm lasting 3 hours. Ноur fr³ls Нour Нour fr³/s 450 5500 9000 24 3500 3000 2600 1070 950 840 750 660 590 540 48 51 3 27 30 33 7500 6500 5600 4800 54 57 60 63 66 9 12 15 18 21 2210 1890 1620 1400 1220 36 39 42 4100 45 Separate base-flow from runoff and calculate total runoff and calculate total runoff volume. What was the net rainfall in inches per hour?
The hydrograph tabulated below was observed for a river draining a 40 square miles catchment, following a storm lasting 3 hours. Ноur fr³ls Нour Нour fr³/s 450 5500 9000 24 3500 3000 2600 1070 950 840 750 660 590 540 48 51 3 27 30 33 7500 6500 5600 4800 54 57 60 63 66 9 12 15 18 21 2210 1890 1620 1400 1220 36 39 42 4100 45 Separate base-flow from runoff and calculate total runoff and calculate total runoff volume. What was the net rainfall in inches per hour?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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