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Two reservoirs are connected by a 200-m long cast iron pipe line, as shown in the figure. If the pipe line is proposed to convey a discharge of 0.2 m³/s, what is the required size of the pipe line? Consider friction factor (f) = 0.02. 90° bend Kb₁ = 0.90 WL = 80.00 m External loss KE = 2.5 90° bend Kb3 = 0.90 Gate valve Kv = 0.19 WL = 90.00 m 90° bend Kb₂ = 0.90

Two reservoirs are connected by a 200-m long cast iron pipe line, as shown in the figure. If the pipe line is proposed to convey a discharge of 0.2 m³/s, what is the required size of the pipe line? Consider friction factor (f) = 0.02. 90° bend Kb₁ = 0.90 WL = 80.00 m External loss KE = 2.5 90° bend Kb3 = 0.90 Gate valve Kv = 0.19 WL = 90.00 m 90° bend Kb₂ = 0.90

Structural Analysis
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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Two reservoirs are connected by a 200-m long cast iron pipe line, as shown in the figure. If the pipe line is proposed to convey a discharge of 0.2 m³/s, what is the required size of the pipe line? Consider friction factor (f) = 0.02. 90° bend Kb₁ = 0.90 WL = 80.00 m External loss KE = 2.5 90° bend Kb3 = 0.90 Gate valve Kv = 0.19 WL = 90.00 m 90° bend Kb₂ = 0.90
Transcribed Image Text:Two reservoirs are connected by a 200-m long cast iron pipe line, as shown in the figure. If the pipe line is proposed to convey a discharge of 0.2 m³/s, what is the required size of the pipe line? Consider friction factor (f) = 0.02. 90° bend Kb₁ = 0.90 WL = 80.00 m External loss KE = 2.5 90° bend Kb3 = 0.90 Gate valve Kv = 0.19 WL = 90.00 m 90° bend Kb₂ = 0.90
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