A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the elevation of reservoir C? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 192.74 m O b. 160.25 m O c. 166.30m O d. 176.13 m

A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the elevation of reservoir C? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 192.74 m O b. 160.25 m O c. 166.30m O d. 176.13 m

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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