6. The following data were collected during a stream gauging operation in a river. Computethe discharge.Distance from the bank(m)0.01.53.04.56.07.59.0Depthاذاساانااذاة0.01.32.51.71.00.40.0Velocity (m/s)at 0.2d at 0.8d0.00.00.60.40.90.60.7ddddddd0.66400.40.0이이이이0.50.40.30.0A = 1₁5x 113 x Gverage relacty[Dad & Dred]+

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6. The following data were collected during a stream gauging operation in a river. Compute the discharge. Distance from the bank (m) 0.0 1.5 3.0 4.5 6.0 7.5 38 9.0 Depth 0.0 1.3 2.5 1.7 1.0 0.4 0.0 Velocity (m/s) at 0.8d 0.0 0.4 at 0.2d 0.0 0.6 0.9 0.7 0|0|0| اداداد 0.6 0.4 0.0 ادها اداباد 0.6 Tolololo 이이이이 0.5 0.4 0.3 0.0 نا اچھا A = 1.5x 113 x Average velocity [D.ad + oved]

6. The following data were collected during a stream gauging operation in a river. Compute the discharge. Distance from the bank (m) 0.0 1.5 3.0 4.5 6.0 7.5 38 9.0 Depth 0.0 1.3 2.5 1.7 1.0 0.4 0.0 Velocity (m/s) at 0.8d 0.0 0.4 at 0.2d 0.0 0.6 0.9 0.7 0|0|0| اداداد 0.6 0.4 0.0 ادها اداباد 0.6 Tolololo 이이이이 0.5 0.4 0.3 0.0 نا اچھا A = 1.5x 113 x Average velocity [D.ad + oved]

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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Question

6. The following data were collected during a stream gauging operation in a river. Compute
the discharge.
Distance from the bank
(m)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
Depth
اذاساانااذاة
0.0
1.3
2.5
1.7
1.0
0.4
0.0
Velocity (m/s)
at 0.2d at 0.8d
0.0
0.0
0.6
0.4
0.9
0.6
0.7
ddddddd
0.6
640
0.4
0.0
이이이이
0.5
0.4
0.3
0.0
A = 1₁5x 113 x Gverage relacty
[Dad & Dred]
+

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