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A Pipe 1 2 3 L(m) D₁-8 cm 120 180 60 D. 6 cm Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr), neglecting minor losses. (p = 1000, 9 = 1.02x10-6m²/s) D₂-4 cm D(cm) 8 6 4 B € (mm) 0.2 0.1 0.15

A Pipe 1 2 3 L(m) D₁-8 cm 120 180 60 D. 6 cm Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr), neglecting minor losses. (p = 1000, 9 = 1.02x10-6m²/s) D₂-4 cm D(cm) 8 6 4 B € (mm) 0.2 0.1 0.15

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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A Pipe 1 2 3 D₁-8 cm L(m) 120 180 60 D. 6 cm D3-4 cm Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr), neglecting minor losses. (p = 1000, 9 = 1.02x10-6m²/s) D(cm) 8 6 4 B & (mm) 0.2 0.1 0.15
Transcribed Image Text:A Pipe 1 2 3 D₁-8 cm L(m) 120 180 60 D. 6 cm D3-4 cm Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr), neglecting minor losses. (p = 1000, 9 = 1.02x10-6m²/s) D(cm) 8 6 4 B & (mm) 0.2 0.1 0.15
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