QUESTION 2 Given: a pipeline with length 3500 m, discharge of 200 L/s, roughness = 0.5mm, frictional headloss 120 m and kinematic viscosity = 1.14*10-6 m²/s. The pipeline has 1 sharp edged inlet, 1 outlet, 6 bends (k =0.25) and 8 valves (k = 0.40). Calculate: = a) Diameter b) Secondary head losses and total head losses c) Total Equivalent length of the pipe required instead of the secondary losses d) Calculate the total head loss for the equivalent pipe obtained under (c)

QUESTION 2 Given: a pipeline with length 3500 m, discharge of 200 L/s, roughness = 0.5mm, frictional headloss 120 m and kinematic viscosity = 1.14*10-6 m²/s. The pipeline has 1 sharp edged inlet, 1 outlet, 6 bends (k =0.25) and 8 valves (k = 0.40). Calculate: = a) Diameter b) Secondary head losses and total head losses c) Total Equivalent length of the pipe required instead of the secondary losses d) Calculate the total head loss for the equivalent pipe obtained under (c)

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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