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Q3: A network of water distribution: Pipe (a) length 423 m, diameter 145 mm, (b) 567 m, 205 mm, (c) 304 m, 375 mm. For specific design purposes, this network was changed to a pipe (G) length 1384 m. Assume F (friction factor) of pipe A 0,00024, B 0.0003, C- 0.00035, G=0.0, K factor of coupling was 0.2. For each pipe; find minor and major kosses,. theu find oquivalent dianeter of the pipe G. Q- 0.67 m's.

Q3: A network of water distribution: Pipe (a) length 423 m, diameter 145 mm, (b) 567 m, 205 mm, (c) 304 m, 375 mm. For specific design purposes, this network was changed to a pipe (G) length 1384 m. Assume F (friction factor) of pipe A 0,00024, B 0.0003, C- 0.00035, G=0.0, K factor of coupling was 0.2. For each pipe; find minor and major kosses,. theu find oquivalent dianeter of the pipe G. Q- 0.67 m's.

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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Q3: A network of water distribution: Pipe (a) length 423 m, diameter 145 mm, (b) 567 m, 205 mm, (c) 304 m, 375 mm. For specific design purposes, this network was changed to a pipe (G) length 1384 m. Assume F (friction factor) of pipe A 0,00024, B 0.0003, C- 0.00035, G=0.0, K factor of coupling was 0.2. For each pipe; find minor and major losses. theu find oquivalent dianeter of the pipe G. Q- 0.67 m'is.
Transcribed Image Text:Q3: A network of water distribution: Pipe (a) length 423 m, diameter 145 mm, (b) 567 m, 205 mm, (c) 304 m, 375 mm. For specific design purposes, this network was changed to a pipe (G) length 1384 m. Assume F (friction factor) of pipe A 0,00024, B 0.0003, C- 0.00035, G=0.0, K factor of coupling was 0.2. For each pipe; find minor and major losses. theu find oquivalent dianeter of the pipe G. Q- 0.67 m'is.
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