Example 1: Given below are the ordinates o fa 6-h unit hydrograph for a catchment. Calculate the ordinates of the DRH due to a rainfall excess of 3.5 cm occurring in 6 h.

Structural Analysis
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Chapter2: Loads On Structures
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Example 1: Given below are the ordinates o fa 6-h unit hydrograph for a catchment. Calculate
the ordinates of the DRH due to a rainfall excess of 3.5 cm occurring in 6 h.
Time (h)
0 3 6 9
12 15 18 24 30 36 42 48 54 60 69
UH ordinate
(m³/s)
0 25 50 85 125 160 185 160 110 60 36 25
16
8 0
Transcribed Image Text:Example 1: Given below are the ordinates o fa 6-h unit hydrograph for a catchment. Calculate the ordinates of the DRH due to a rainfall excess of 3.5 cm occurring in 6 h. Time (h) 0 3 6 9 12 15 18 24 30 36 42 48 54 60 69 UH ordinate (m³/s) 0 25 50 85 125 160 185 160 110 60 36 25 16 8 0
Eхаmple 2:
3.0 and 2.0 cm respectively occur successively. The 2-cm ER rain follows the 3-cm rain.
The 6-h unit hydrograph for the catchment is the same as given in Example 1. Calculate the
resulting DRH.
Two storms each of 6-h duration and having rainfall excess values of
Transcribed Image Text:Eхаmple 2: 3.0 and 2.0 cm respectively occur successively. The 2-cm ER rain follows the 3-cm rain. The 6-h unit hydrograph for the catchment is the same as given in Example 1. Calculate the resulting DRH. Two storms each of 6-h duration and having rainfall excess values of
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