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 |