Q) The ordinates of a 3-hour UH are given in the following table: Time (Hours) 03 6 9 12 15 18 21 24 27 30 3-hour UH (m'/s) 0 10 30 80 60 50 40 30 10 2 (a) Estimate the area of the basin.

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Chapter2: Loads On Structures
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KOREK LTE SIKOREK 30.|| E E O A O M O N 75% D 8:32
E Ch 8 tutorial 1..
Engineering Hydrology
CH 8 / Unit Hydrograph
Q) The ordinates of a 3-hour UH are given in the following table:
0 3
6
Time (Hours)
3-hour UH (m/s)
9
12
15
18
21
24
27
30
10
30
80
60
50
40
30
10
2
(a) Estimate the area of the basin,
(b) Determine the DRH ordinates due to two ER of 2 cm and 3 cm occurring in
two successive 3-hour durations each.
(c) Estimate the flood hydrograph ordinates if the base flow at time 0 h is 10 m/s
and increase to reach 20 m/s at time of 30h.
(d) Estimate the total runoff volume
Transcribed Image Text:KOREK LTE SIKOREK 30.|| E E O A O M O N 75% D 8:32 E Ch 8 tutorial 1.. Engineering Hydrology CH 8 / Unit Hydrograph Q) The ordinates of a 3-hour UH are given in the following table: 0 3 6 Time (Hours) 3-hour UH (m/s) 9 12 15 18 21 24 27 30 10 30 80 60 50 40 30 10 2 (a) Estimate the area of the basin, (b) Determine the DRH ordinates due to two ER of 2 cm and 3 cm occurring in two successive 3-hour durations each. (c) Estimate the flood hydrograph ordinates if the base flow at time 0 h is 10 m/s and increase to reach 20 m/s at time of 30h. (d) Estimate the total runoff volume
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