The average rainfall values over a catchment in three successive 2-hour intervals are 3, 5 and2 cm, respectively. The index for the catchment is taken as 0.2 cm/hour. The 2 hour unit hydrographordinates are given in table below.Time in hrs.Discharge m024m³/sec 0 10 40614 1670 5020 10 6 0Base flow can be taken as 7 m³/sec at the beginning of the storm linearly increasing to 9 m³/sec at10 Hrs. after the beginning and then linearly decreasing to 8 m³/sec at 4 Hrs. after the end of directrun off. Compute the resultant flood hydrograph.8 10 12

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The average rainfall values over a catchment in three successive 2-hour intervals are 3, 5 and 2 cm, respectively. The index for the catchment is taken as 0.2 cm/hour. The 2 hour unit hydrograph ordinates are given in table below. Time in hrs. 0 2 4 6 8 10 12 Discharge m³/sec 0 10 40 70 50 20 10 Base flow can be taken as 7 m³/sec at the beginning of the storm linearly increasing to 9 m³/sec at 10 Hrs. after the beginning and then linearly decreasing to 8 m³/sec at 4 Hrs. after the end of direct run off. Compute the resultant flood hydrograph. 14 16 6 0

The average rainfall values over a catchment in three successive 2-hour intervals are 3, 5 and 2 cm, respectively. The index for the catchment is taken as 0.2 cm/hour. The 2 hour unit hydrograph ordinates are given in table below. Time in hrs. 0 2 4 6 8 10 12 Discharge m³/sec 0 10 40 70 50 20 10 Base flow can be taken as 7 m³/sec at the beginning of the storm linearly increasing to 9 m³/sec at 10 Hrs. after the beginning and then linearly decreasing to 8 m³/sec at 4 Hrs. after the end of direct run off. Compute the resultant flood hydrograph. 14 16 6 0

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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