CIV E 445 - APPLIED HYDROLOGY
SPRING 2014
HOMEWORK No. 4
The following snow-chart and hypsometric data have been measured in a certain catchment:
Elevation (%) | 0 |
10 |
20 |
30 |
40 |
50 |
60 |
70 |
80 |
90 |
100 |
Cumulative Area (%) | 0 |
24 |
40 |
52 |
66 |
77 |
82 |
86 |
95 |
98 |
100 |
Snow-water equivalent (mm) | 3 |
3 |
3 |
4 |
4 |
5 |
5 |
7 |
7 |
8 |
8 |
Determine the catchment's overall snow-water equivalent.
Given the following stream gaging data, calculate the discharge.
Vertical No. | 1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
Distance to ref. point (m) | 15 |
20 |
25 |
30 |
35 |
40 |
45 |
50 |
55 |
60 |
65 |
Sounding depth (m) | 0.0 |
0.6 |
0.9 |
1.3 |
1.6 |
2.6 |
3.1 |
2.1 |
1.3 |
0.8 |
0.0 |
Velocity at 0.2 depth (m/s) | 0.0 |
0.5 |
0.7 |
0.9 |
1.2 |
1.4 |
1.7 |
1.3 |
0.9 |
0.7 |
0.0 |
Velocity at 0.8 depth (m/s) | 0.0 |
0.3 |
0.5 |
0.7 |
0.9 |
1.1 |
1.4 |
1.1 |
0.7 |
0.5 |
0.0 |
A certain substance is introduced at point A of a stream at the rate of 100 L/s
with a concentration of 12,000 ppm. At a downstream point B, after complete mixing,
the concentration of the substance is measured to be 15 ppm. Calculate the stream discharge.
Calculate the flood discharge of a certain stream by the slope-area method, given
the following data: upstream flow area Au = 4022 m2, upstream wetted
perimeter Pu = 770 m, upstream αu = 1.17, downstream flow area
Ad = 3353 m2, downstream wetted perimeter Pd = 714 m,
downstream αd = 1.21, fall F = 0.45 m, reach length L = 1,598 m, and reach Manning's n = 0.032.
Verify using Slope Area calculator.
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