From the given three reservoirs, the elevation of A is 345m, B is at elevation 300m, and C is at elevation 240m. The rate of flow at 1 is 300li/sec. A. Compute the headloss in pipeline 2 B. Compute the discharge in pipeline 3 C. Compute the diameter of pipeline 3 Location of pipe Reservoir A to junction X Junction X to Reservoir B Length (m) 600 Pipe no Diameter (mm) HAZENS (C) 1 450 120 2 3600 1250 300 100 Junctin x to Reservoir C ? 110

From the given three reservoirs, the elevation of A is 345m, B is at elevation 300m, and C is at elevation 240m. The rate of flow at 1 is 300li/sec. A. Compute the headloss in pipeline 2 B. Compute the discharge in pipeline 3 C. Compute the diameter of pipeline 3 Location of pipe Reservoir A to junction X Junction X to Reservoir B Length (m) 600 Pipe no Diameter (mm) HAZENS (C) 1 450 120 2 3600 1250 300 100 Junctin x to Reservoir C ? 110

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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