6. A certain catchment the depletion curve of the hydrograph at the outlet may be described with the equation 4.11. The flood hydrograph Q (mm/d) at the outlet, as given below, was produced by a rainstorm of 50 mm.
6. A certain catchment the depletion curve of the hydrograph at the outlet may be described with the equation 4.11. The flood hydrograph Q (mm/d) at the outlet, as given below, was produced by a rainstorm of 50 mm.
Chapter2: Loads On Structures
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![6. A certain catchment the depletion curve of the hydrograph at the outlet may be described with the
equation 4.11. Theflood hydrograph Q (mm/d) at the outlet, as given below, was produced by a
rainstorm of 50 mm.
I 2 3 4 s 6 7 8 9 10 11 12 13 14
Q (mm/d) 1.72 1.50 1.31 1.14 1.00 6.00 10.0 6.00 4.00 | 3.00 2.62 2.29 2.00 1.75
Day
a Plot the hydrograph and separate direct runoff from base flow by a straight line.
b Estimate the direct runoff, in mm.
c Estimate the total base flow contribution from this rain storm.
[Answer: b) 18mm, c) ± 25 mm]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8ca058fb-23be-46bd-8e9f-a71c81a1f666%2F8da6e645-8ed5-4a6f-891d-2b93dcbb9e47%2Ftcyksa_processed.png&w=3840&q=75)
Transcribed Image Text:6. A certain catchment the depletion curve of the hydrograph at the outlet may be described with the
equation 4.11. Theflood hydrograph Q (mm/d) at the outlet, as given below, was produced by a
rainstorm of 50 mm.
I 2 3 4 s 6 7 8 9 10 11 12 13 14
Q (mm/d) 1.72 1.50 1.31 1.14 1.00 6.00 10.0 6.00 4.00 | 3.00 2.62 2.29 2.00 1.75
Day
a Plot the hydrograph and separate direct runoff from base flow by a straight line.
b Estimate the direct runoff, in mm.
c Estimate the total base flow contribution from this rain storm.
[Answer: b) 18mm, c) ± 25 mm]
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