Three reservoirs A,B,C are interconnected as shown in figure. The elevations of free surface in reservoir A and B are ZA= 100 m and ZB = 90 m. The pipe details are as followings Pipe Discharge Modulus K 1 0,6 m³/s 2 0,5 m³/s If the flowrate in pipe 1 is Q₁ = 80 liter/s from reservoir A to J. Neglecting the local losses, flowrate in pipe 3 is ZA Length 1500 m 2000 m 3 a. 104,2 liter/s b. 74,5 liter/s O c. 115,8 liter/s O d. 90,4 liter/s O e. 125,6 liter/s J ZB

Three reservoirs A,B,C are interconnected as shown in figure. The elevations of free surface in reservoir A and B are ZA= 100 m and ZB = 90 m. The pipe details are as followings Pipe Discharge Modulus K 1 0,6 m³/s 2 0,5 m³/s If the flowrate in pipe 1 is Q₁ = 80 liter/s from reservoir A to J. Neglecting the local losses, flowrate in pipe 3 is ZA Length 1500 m 2000 m 3 a. 104,2 liter/s b. 74,5 liter/s O c. 115,8 liter/s O d. 90,4 liter/s O e. 125,6 liter/s J ZB

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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