Problem No. 3 The left and right water edges of a river are 2.75m and 62.5m, respectively, from the initial reference point. Verticals are located at distances of 11.25, 19.25, 26.75, 34.45m, 40.95, 46.95, and 54.45 m, respectively, from the reference point. The corresponding depth of the are 5.0, 9.6, 9.8, 10.0, 10.4, 10.0 and 4.8m meters. The mean velocities in the verticals are 0.16, 0.60, 0.75, 0.92, 0.97, 0.98, and 0.65 m/sec, respectively. A. Disregarding end Sections, calculate the cross sectional area of the river. B. Assuming discharge in the end sections of the river to be zero, Find the discharge of the river. C Calculate the Average velocity of the River
Problem No. 3 The left and right water edges of a river are 2.75m and 62.5m, respectively, from the initial reference point. Verticals are located at distances of 11.25, 19.25, 26.75, 34.45m, 40.95, 46.95, and 54.45 m, respectively, from the reference point. The corresponding depth of the are 5.0, 9.6, 9.8, 10.0, 10.4, 10.0 and 4.8m meters. The mean velocities in the verticals are 0.16, 0.60, 0.75, 0.92, 0.97, 0.98, and 0.65 m/sec, respectively. A. Disregarding end Sections, calculate the cross sectional area of the river. B. Assuming discharge in the end sections of the river to be zero, Find the discharge of the river. C Calculate the Average velocity of the River
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem No. 3
The left and right water edges of a river are 2.75m and 62.5m, respectively,
from the initial reference point. Verticals are located at distances of 11.25,
19.25, 26.75, 34.45m, 40.95, 46.95, and 54.45 m, respectively, from the
reference point. The corresponding depth of the are 5.0, 9.6, 9.8, 10.0,
10.4, 10.0 and 4.8m meters. The mean velocities in the verticals are 0.16,
0.60, 0.75, 0.92, 0.97, 0.98, and 0.65 m/sec, respectively.
A. Disregarding end Sections, calculate the cross sectional area of the river.
B. Assuming discharge in the end sections of the river to be zero, Find the
discharge of the river.
C Calculate the Average velocity of the River
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