- 26 cfs-hours.
- Rainfall excess hyetograph associated
with this 2-hour unit hydrograph event:
Time (hours) |
0-1 |
1-2 |
Pe (in) |
0.5 |
0.5 |
- S-hydrograph for the watershed is:
Time (hours) |
0 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
S-Hyd (cfs) |
0 |
4 |
14 |
20 |
24 |
26 |
26 |
.. |
The value at t = 10 hours is 26 cfs. In fact, the value for all
times greater than 5 hours is 26 cfs.
- A 2-hour UH is needed. The 2-hour UH (given) is used to predict the
direct runoff hydrograph.
Time (hours) |
0 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
DRH (cfs) |
0 |
2 |
7 |
12 |
19 |
19 |
11 |
6 |
2 |
0 |
The volume of direct runoff is 78 cfs-hours = 3(26 cfs-hours).
OK
- Need first to compute the 4-hour UH. This is used to predict the
direct runoff hydrograph.
Time (hours) |
0 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
DRH (cfs) |
0 |
1 |
3.5 |
5 |
6 |
7.5 |
10 |
11.5 |
12.5 |
11 |
6 |
3 |
1 |
0 |
The volume of direct runoff is 78 cfs-hours = 3(26 cfs-hours).
OK
- Need first to compute the 1-hour UH. This is used to predict the
direct runoff hydrograph.
Time (hours) |
0 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
DRH (cfs) |
0 |
4 |
18 |
30 |
26 |
16 |
8 |
2 |
0 |
The volume of direct runoff is 104 cfs-hours = 4(26 cfs-hours).
OK
- Need first to compute the 3-hour UH. This is used to predict the
direct runoff hydrograph.
Time (hours) |
0 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
DRH (cfs) |
0 |
1.33 |
4.67 |
6.67 |
9.33 |
13.33 |
15.33 |
15.33 |
12.67 |
10.67 |
8 |
4 |
2 |
0.67 |
0 |
The volume of direct runoff is 104 cfs-hours = 4(26 cfs-hours).
OK
- The 4-hour unit hydrograph is:
Time (hours) |
0 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
DRH (cfs) |
0 |
1 |
3.5 |
5 |
6 |
5.5 |
3 |
1.5 |
0.5 |
0 |
The volume of direct runoff is 26 cfs-hours (required for a UH for
this watershed).