The following data were collected for two verticals in a stream at a gauging station. Compute the discharge in the elemental strips by (i) the mid-section method (ii) the mean-section method Immersion of current meter below water surface (m) At 0.2d Distance from one end of the water surface (m) Depth, d (m) 3 6 rev rev sec 0.8 140 110 155 1.2 160 150 149 Rating equation of the current meter, v = 0.7 N + 0.03 where N = rev/sec, v = velocity (m/s) at 0.8d sec 160 120

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The following data were collected for two verticals in a stream at a gauging station. Compute the
discharge in the elemental strips by (i) the mid-section method (ii) the mean-section method
Immersion of current meter below water surface (m)
At 0.2d
Distance from
one end of the
water surface (m)
Depth, d
(m)
3
6
rev
rev
sec
0.8
140
110
155
1.2
160
150
149
Rating equation of the current meter, v = 0.7 N + 0.03 where N = rev/sec, v velocity (m/s)
at 0.8d
sec
160
120
Transcribed Image Text:The following data were collected for two verticals in a stream at a gauging station. Compute the discharge in the elemental strips by (i) the mid-section method (ii) the mean-section method Immersion of current meter below water surface (m) At 0.2d Distance from one end of the water surface (m) Depth, d (m) 3 6 rev rev sec 0.8 140 110 155 1.2 160 150 149 Rating equation of the current meter, v = 0.7 N + 0.03 where N = rev/sec, v velocity (m/s) at 0.8d sec 160 120
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