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The following data were collected for a stream at a gauging station. Compute the discharge by (i) mid-section method (ii) mean-section method. Distance from Velocity Velocity Velocity (m/sec) one end of the Depth of water (m/sec) (m/sec) water surface (m) At 0.8d (m) At 0.6d At 0.2d 0 0 -- 1.2 0.7 1.3 -- -- 2.4 1.7 1.35 1.05 3.6 2.5 1.55 1.15 4.8 1.3 1.25 0.95 6.0 0.5 1.25 7.2 0 --

The following data were collected for a stream at a gauging station. Compute the discharge by (i) mid-section method (ii) mean-section method. Distance from Velocity Velocity Velocity (m/sec) one end of the Depth of water (m/sec) (m/sec) water surface (m) At 0.8d (m) At 0.6d At 0.2d 0 0 -- 1.2 0.7 1.3 -- -- 2.4 1.7 1.35 1.05 3.6 2.5 1.55 1.15 4.8 1.3 1.25 0.95 6.0 0.5 1.25 7.2 0 --

Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 12P
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The following data were collected for a stream at a gauging station. Compute the discharge by (i) mid-section method (ii) mean-section method. Distance from Velocity Velocity Velocity (m/sec) one end of the Depth of water (m/sec) (m/sec) water surface (m) At 0.8d (m) At 0.6d At 0.2d 0 0 -- 1.2 0.7 1.3 -- -- 2.4 1.7 1.35 1.05 3.6 2.5 1.55 1.15 4.8 1.3 1.25 0.95 6.0 0.5 1.25 7.2 0 --
Transcribed Image Text:The following data were collected for a stream at a gauging station. Compute the discharge by (i) mid-section method (ii) mean-section method. Distance from Velocity Velocity Velocity (m/sec) one end of the Depth of water (m/sec) (m/sec) water surface (m) At 0.8d (m) At 0.6d At 0.2d 0 0 -- 1.2 0.7 1.3 -- -- 2.4 1.7 1.35 1.05 3.6 2.5 1.55 1.15 4.8 1.3 1.25 0.95 6.0 0.5 1.25 7.2 0 --
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