Develop a spreadsheet for Muskingum routing using the given inflow hydrograph through the river reach, where K = 2 hr, x = 0.15, and Δt = 2 hr.
Time (hr) | Inflow (m3/s) |
0 | 60 |
2 | 100 |
4 | 200 |
6 | 360 |
8 | 600 |
10 | 1310 |
12 | 1930 |
14 | 1460 |
16 | 930 |
18 | 650 |
20 | 440 |
22 | 300 |
24 | 180 |
26 | 120 |
28 | 80 |
30 | 60 |
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.