The following are the data obtained in a stream gauging operation. A current meter with a calibration equation V = (0.32 N + 0.032) m/sec was used to measure the velocity at 0.6 depth. Using the mid-section method, calculate the discharge in stream. Distance from the right bank Depth (m) 0 0.5 1.10 1.95 2.25 1.85 1.75 1.65 1.50 1.25 0.75 0 (m) 0 2 4 6 9 12 15 18 20 22 23 24 No. of revolutions 0 80 83 131 139 121 114 109 92 85 70 0 Time (Sec) 0 180 120 120 120 120 120 120 120 120 150 0

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The following are the data obtained in a stream gauging operation. A current meter with a
calibration equation V = (0.32 N + 0.032) m/sec was used to measure the velocity at 0.6 depth.
Using the mid-section method, calculate the discharge in stream.
Distance from the right bank Depth
0
2
4
6
9
12
15
18
20
22
23
24
0
0.5
1.10
1.95
2.25
1.85
1.75
1.65
1.50
1.25
0.75
0
No. of
revolutions
0
80
83
131
139
121
114
109
92
85
70
0
Time
(Sec)
0
180
120
120
120
120
120
120
120
120
150
0
Transcribed Image Text:The following are the data obtained in a stream gauging operation. A current meter with a calibration equation V = (0.32 N + 0.032) m/sec was used to measure the velocity at 0.6 depth. Using the mid-section method, calculate the discharge in stream. Distance from the right bank Depth 0 2 4 6 9 12 15 18 20 22 23 24 0 0.5 1.10 1.95 2.25 1.85 1.75 1.65 1.50 1.25 0.75 0 No. of revolutions 0 80 83 131 139 121 114 109 92 85 70 0 Time (Sec) 0 180 120 120 120 120 120 120 120 120 150 0
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