The ordinates of a 6-h unit hydrograph are as given below: Time (h) 18 24 30 36 42 48 6 12 54 60 25 50 75 100 87.5 75 62.5 50 37.5 25 99 66 72 78 12.5 0 0 6-h UH ordinates (m3/s) Calculate the resulting hydrograph (flood hydrograph) due to storm of rainfall excess of 2 cm during the first 6 hours and 4 cm during the second 6 hours interval. The base flow can be assumed to be 25 m³/s constant throughout.
The ordinates of a 6-h unit hydrograph are as given below: Time (h) 18 24 30 36 42 48 6 12 54 60 25 50 75 100 87.5 75 62.5 50 37.5 25 99 66 72 78 12.5 0 0 6-h UH ordinates (m3/s) Calculate the resulting hydrograph (flood hydrograph) due to storm of rainfall excess of 2 cm during the first 6 hours and 4 cm during the second 6 hours interval. The base flow can be assumed to be 25 m³/s constant throughout.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![6
The ordinates of a 6-h unit hydrograph are as given below:
Time (b)
6-h UH
12 18 24 30 36 42 48 54 60
75
25 50
100 87.5 75 62.5 50 37.5 25
72
66
72
78
12.5 0
0
ordinates (m3/s)
Calculate the resulting hydrograph (flood hydrograph) due to storm of rainfall excess of 2 cm
during the first 6 hours and 4 cm during the second 6 hours interval. The base flow can be assumed
to be 25 m³/s constant throughout.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc4b22684-5779-468d-a8d1-ef1d7df88b82%2Fd4d06b64-3dee-4ae3-b2db-41d7d515af6a%2Fwew7dwp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:6
The ordinates of a 6-h unit hydrograph are as given below:
Time (b)
6-h UH
12 18 24 30 36 42 48 54 60
75
25 50
100 87.5 75 62.5 50 37.5 25
72
66
72
78
12.5 0
0
ordinates (m3/s)
Calculate the resulting hydrograph (flood hydrograph) due to storm of rainfall excess of 2 cm
during the first 6 hours and 4 cm during the second 6 hours interval. The base flow can be assumed
to be 25 m³/s constant throughout.
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