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To measure discharge of a small river, the river width was divided into 8 segments of 2 m width each. Average depths and velocities for the segments are as given in Table 7.1 below. Compute the discharge in the river. Compute the discharge in the river by using the velocity-area method.

To measure discharge of a small river, the river width was divided into 8 segments of 2 m width each. Average depths and velocities for the segments are as given in Table 7.1 below. Compute the discharge in the river. Compute the discharge in the river by using the velocity-area method.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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To measure discharge of a small river, the river width was divided into 8 segments of 2 m width each. Average depths and velocities for the segments are as given in Table 7.1 below. Compute the discharge in the river.

Compute the discharge in the river by using the velocity-area method.

Table 7.1 Average Depths and Velocities for Segments in a Small River Velocity (m/s) at 0.6d Segment # Average depth (m) 0.2d 0.8d 1 0.35 0.4 2 0.82 0.76 0.70 3 1.22 1.13 1.19 4 1.53 1.25 1.25 5 1.21 1.09 1.13 0.86 0.69 0.65 7 0.42 0.42
Transcribed Image Text:Table 7.1 Average Depths and Velocities for Segments in a Small River Velocity (m/s) at 0.6d Segment # Average depth (m) 0.2d 0.8d 1 0.35 0.4 2 0.82 0.76 0.70 3 1.22 1.13 1.19 4 1.53 1.25 1.25 5 1.21 1.09 1.13 0.86 0.69 0.65 7 0.42 0.42
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