Q5) 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 Distance from Depth, d Immersion of current meter опe end of (т) below water surface (m) water surface at 0.2d at 0.8d (т) rev sec rev sec 3 0.8 135 150 97 151 6. 1.2 150 100 150 138 Rating equation of the current meter; v = 0.7 N+0.03 where N=rev./sec, v = velocity (m/sec).

Q5) 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 Distance from Depth, d Immersion of current meter опe end of (т) below water surface (m) water surface at 0.2d at 0.8d (т) rev sec rev sec 3 0.8 135 150 97 151 6. 1.2 150 100 150 138 Rating equation of the current meter; v = 0.7 N+0.03 where N=rev./sec, v = velocity (m/sec).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Q5) 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
Distance from
Depth, d
Immersion of current meter
опe end of
(т)
below water surface (m)
water surface
at 0.2d
at 0.8d
(m)
rev
sec
rev
sec
0.8
135
150
97
151
1.2
150
100
150
138
Rating equation of the current meter; v= 0.7 N+0.03 where N= rev./sec, v = velocity (m/sec).

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