Situation III: Reservoir A is at elevation 90 m above datum, furnishes water to a 600 mm pipe which leads to a point at elevation 30 m, the pipe being 610 m long. Here it branches into three pipes, 200 mm, 300 mm, and 150 mm diameter. The 200 mm pipe runs 300 m and discharges to reservoir B at elevation 75 m, the 300 mm runs 450 m to reservoir C at elevation 52 m, and the 150 mm pipe runs 910 m and discharges to reservoir D at elevation 30 m. f = 0.012 %3D 18. The rate of flow towards reservoir B most nearly gives. a. 0.055 m3/s b. 0.088 m3/s c. 0.044 m3/s d. 0.099 m3/s 19.The rate of flow towards reservoir C most nearly gives. a. 0.033 m3/s b. 0.011 m3/s c. 0.050 m3/s d. 0.060 m3/s 20. The rate of flow towards reservoir D most nearly gives. a. 0.077 m3/s b. 0.055 m3/s c. 0.034 m3/s d. 0.025 m3/s

Situation III: Reservoir A is at elevation 90 m above datum, furnishes water to a 600 mm pipe which leads to a point at elevation 30 m, the pipe being 610 m long. Here it branches into three pipes, 200 mm, 300 mm, and 150 mm diameter. The 200 mm pipe runs 300 m and discharges to reservoir B at elevation 75 m, the 300 mm runs 450 m to reservoir C at elevation 52 m, and the 150 mm pipe runs 910 m and discharges to reservoir D at elevation 30 m. f = 0.012 %3D 18. The rate of flow towards reservoir B most nearly gives. a. 0.055 m3/s b. 0.088 m3/s c. 0.044 m3/s d. 0.099 m3/s 19.The rate of flow towards reservoir C most nearly gives. a. 0.033 m3/s b. 0.011 m3/s c. 0.050 m3/s d. 0.060 m3/s 20. The rate of flow towards reservoir D most nearly gives. a. 0.077 m3/s b. 0.055 m3/s c. 0.034 m3/s d. 0.025 m3/s

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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