In: Civil Engineering
Perform the flood routing for a reach of river given x=0.2
and K=2 days. The inflow hydrograph with dt=1 day is given
below. Assume equal inflow and outflow rates on March 16.
Date | Inflow |
16-Mar | 4260 |
17 | 7646 |
18 | 11167 |
19 | 16730 |
20 | 21590 |
21 | 20950 |
22 | 26570 |
23 | 46000 |
24 | 59960 |
25 | 57740 |
26 | 47890 |
27 | 34460 |
28 | 21660 |
29 | 34680 |
30 | 45180 |
31 | 49140 |
1-Apr | 41290 |
2 | 33830 |
3 | 20510 |
4 | 14720 |
5 | 11436 |
6 | 9294 |
7 | 7831 |
8 | 6228 |
9 |
6083 |