The hydrograph tabulated below was observed for a river draining a 40 square miles catchment,following a storm lasting 3 hours.НourНourfr3/sНourfi3/s4505500900075006500242735003000260022104810709508407503515457303336394212189060151821560048006605905401620631400122066410045Separate base-flow from runoff and calculate total runoff and calculate total runoff volume. Whatwas 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. Нour fr3/s Нour frls Нour fr8/s 450 24 27 3500 48 51 54 57 1070 950 840 750 3 5500 9000 7500 3000 30 2600 33 36 39 42 45 2210 1890 6500 5600 4800 12 60 15 18 21 1620 1400 1220 660 590 540 63 66 4100 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. Нour fr3/s Нour frls Нour fr8/s 450 24 27 3500 48 51 54 57 1070 950 840 750 3 5500 9000 7500 3000 30 2600 33 36 39 42 45 2210 1890 6500 5600 4800 12 60 15 18 21 1620 1400 1220 660 590 540 63 66 4100 Separate base-flow from runoff and calculate total runoff and calculate total runoff volume. What was the net rainfall in inches per hour?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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