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  |