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The following are the data obtained in a stream- gauging operation. A current meter with calibration equation V=( 0.32N+0.032)m/s, where N= revolutions per second was used to measure the velocity at 0.6 depth. Calculate the discharge in the stream. Distance from right bank (m) Depth (m) Number of Observation revolutions time (sec) 0 0 0 0 2 0.50 80 180 4 1.10 83 120 6 1.95 131 120 9 2.25 139 120 12 1.85 121 120 15 1.75 114 120 18 1.65 109 120 20 1.50 92 120 22 1.25 85 120 23 0.75 70 150 24 0 0 0

The following are the data obtained in a stream- gauging operation. A current meter with calibration equation V=( 0.32N+0.032)m/s, where N= revolutions per second was used to measure the velocity at 0.6 depth. Calculate the discharge in the stream. Distance from right bank (m) Depth (m) Number of Observation revolutions time (sec) 0 0 0 0 2 0.50 80 180 4 1.10 83 120 6 1.95 131 120 9 2.25 139 120 12 1.85 121 120 15 1.75 114 120 18 1.65 109 120 20 1.50 92 120 22 1.25 85 120 23 0.75 70 150 24 0 0 0

Structural Analysis
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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The following are the data obtained in a stream- gauging operation. A current meter with calibration equation V=( 0.32N+0.032)m/s, where N= revolutions per second was used to measure the velocity at 0.6 depth. Calculate the discharge in the stream. Distance from right bank (m) Depth (m) Number of Observation revolutions time (sec) 0 0 0 0 2 0.50 80 180 4 1.10 83 120 6 1.95 131 120 9 2.25 139 120 12 1.85 121 120 15 1.75 114 120 18 1.65 109 120 20 1.50 92 120 22 1.25 85 120 23 0.75 70 150 24 0 0 0
Transcribed Image Text:The following are the data obtained in a stream- gauging operation. A current meter with calibration equation V=( 0.32N+0.032)m/s, where N= revolutions per second was used to measure the velocity at 0.6 depth. Calculate the discharge in the stream. Distance from right bank (m) Depth (m) Number of Observation revolutions time (sec) 0 0 0 0 2 0.50 80 180 4 1.10 83 120 6 1.95 131 120 9 2.25 139 120 12 1.85 121 120 15 1.75 114 120 18 1.65 109 120 20 1.50 92 120 22 1.25 85 120 23 0.75 70 150 24 0 0 0
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