The ordinates of the recession limb of a hydrograph are listed below. Assuming that the interflow is negligible, determine the direct runoff and base flow recession constants. Time from Time from Peak Hours Discharge m³/s Discharge m³/s peak hours 0 517 72 134 12 432 84 113 24 318 96 96 36 227 108 72 48 188 120 60 60 153 132 50
The ordinates of the recession limb of a hydrograph are listed below. Assuming that the interflow is negligible, determine the direct runoff and base flow recession constants. Time from Time from Peak Hours Discharge m³/s Discharge m³/s peak hours 0 517 72 134 12 432 84 113 24 318 96 96 36 227 108 72 48 188 120 60 60 153 132 50
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![TT DILLU
b. The ordinates of the recession limb of a hydrograph are listed below. Assuming that
the interflow is negligible, determine the direct runoff and base flow recession
constants.
Time from
Time from
Peak Hours
Discharge m³/s
Discharge m³/s
peak hours
0
517
72
134
12
432
84
113
24
318
96
96
36
227
108
72
48
188
120
60
60
153
132
50](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe2cb11d2-5d7b-4039-b96e-26b52cb1ed5b%2Fdcc9e0ae-a3c8-457e-a244-5003b3f5219d%2F3lvvql_processed.jpeg&w=3840&q=75)
Transcribed Image Text:TT DILLU
b. The ordinates of the recession limb of a hydrograph are listed below. Assuming that
the interflow is negligible, determine the direct runoff and base flow recession
constants.
Time from
Time from
Peak Hours
Discharge m³/s
Discharge m³/s
peak hours
0
517
72
134
12
432
84
113
24
318
96
96
36
227
108
72
48
188
120
60
60
153
132
50
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