The following data were collected from a stream-gauging operation in a river. Compute the discharge by (i) mid-section method (ii) mean-section method. Distance from left water edge (m) Depth (m) Velocity m/s At 0.2d At 0.8d 0 0 0 0 1.5 1.3 0.7 0.5 3.0 2.5 1.0 0.7 4.5 1.7 0.8 0.6 6.0 1.0 0.7 0.5 7.5 0.4 0.5 0.4 9.0 0.0 0.0 0.0
The following data were collected from a stream-gauging operation in a river. Compute the discharge by (i) mid-section method (ii) mean-section method. Distance from left water edge (m) Depth (m) Velocity m/s At 0.2d At 0.8d 0 0 0 0 1.5 1.3 0.7 0.5 3.0 2.5 1.0 0.7 4.5 1.7 0.8 0.6 6.0 1.0 0.7 0.5 7.5 0.4 0.5 0.4 9.0 0.0 0.0 0.0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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- The following data were collected from a stream-gauging operation in a river. Compute the discharge by (i) mid-section method (ii) mean-section method.
Distance from left water edge (m) |
Depth (m) | Velocity m/s | |
At 0.2d |
At 0.8d |
||
0 |
0 |
0 |
0 |
1.5 |
1.3 |
0.7 |
0.5 |
3.0 |
2.5 |
1.0 |
0.7 |
4.5 |
1.7 |
0.8 |
0.6 |
6.0 |
1.0 |
0.7 |
0.5 |
7.5 |
0.4 |
0.5 |
0.4 |
9.0 |
0.0 |
0.0 |
0.0 |
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