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Engineering, 27.11.2019 02:31 ghadeeraljelawy

Problem 1 the flow hydrograph at a channel section is given by
time (min)flow (m3/s)
00.0
3012.5
6022.1
9015.4
12013.6
15012.4
18011.7
21010.8
2409.9
2708.4
3008.1
3307.5
3604.2
3900.0

use the muskingum method to estimate flow rate (m3/s) at time 390 min at 1000 m downstream from the channel section. assume x=0.3 and k=35 min.

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Problem 1 the flow hydrograph at a channel section is given by
time (min)flow (m3/s)
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