Route the following upstream inflow hydrograph through a downstream flood control channel using the Muskingum method. The channel reach has a proportionality coefficient of 1.25 hr and a weighting factor of 0.3 Stop routing after completing the 20-hour time step. Time (hr) 1 2 W|N 3 st 4 5 69 6 7 8 9 10 Inflow (cfs) 90 140 208 320 440 550 640 680 690 630 Time (hr) 11 12 13 14 15 16 17 18 19 20 18 Inflow (cfs) 570 470 390 360 330 250 180 130 100 90
Route the following upstream inflow hydrograph through a downstream flood control channel using the Muskingum method. The channel reach has a proportionality coefficient of 1.25 hr and a weighting factor of 0.3 Stop routing after completing the 20-hour time step. Time (hr) 1 2 W|N 3 st 4 5 69 6 7 8 9 10 Inflow (cfs) 90 140 208 320 440 550 640 680 690 630 Time (hr) 11 12 13 14 15 16 17 18 19 20 18 Inflow (cfs) 570 470 390 360 330 250 180 130 100 90
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:Route the following upstream inflow hydrograph through a downstream flood control channel using
the Muskingum method. The channel reach has a proportionality coefficient of 1.25 hr and a
weighting factor of 0.3
Stop routing after completing the 20-hour time step.
Time
(hr)
1
2
3
4
5 6
6
7
8
9
10
Inflow
(cfs)
90
140
208
320
440
550
640
680
690
630
Time
(hr)
11
12
13
14
15
16
17
18
19
20
Inflow
(cfs)
570
470
390
360
330
250
180
130
100
90
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