A pipe 1500 m long and 200 mm in diameter is carrying water is laid at a slope of 1 in 200 for the first half length and at a slope of 1 in 100 for the second half length. The pressure at the upper and lower ends are respectively 1 kgf/cm² (98.1 kN/m²) and 0.5 kgf/cm2 (49.05 kN/m2). If friction factor, f= 0.04, then the discharge in cum/sec will be.

A pipe 1500 m long and 200 mm in diameter is carrying water is laid at a slope of 1 in 200 for the first half length and at a slope of 1 in 100 for the second half length. The pressure at the upper and lower ends are respectively 1 kgf/cm² (98.1 kN/m²) and 0.5 kgf/cm2 (49.05 kN/m2). If friction factor, f= 0.04, then the discharge in cum/sec will be.

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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Pipes in Series h₂ 2₁ ● ● = र N EL H.G.L 3 B