2). Calculate friction heads when a flow rate of 1.5 m³/min circulate in two different pipelines. Data: D₁ D₂=2" Sch 40, L₁=100 m, L₂-200 m = Kil 1 globe valve fully open, 2 gate valves open, 2 Tees, 3 90° elbows. K₁2= 1 globe valve fully open, 2 gate valves open, 4 Tees, 2 90° elbows. Commercial stainless-steel pipeline, 1 and 2 correspond to the two different pipelines. Use a water solution with p = 1,100 kg/m3, u = 1.2 x 10³ Pa s.
2). Calculate friction heads when a flow rate of 1.5 m³/min circulate in two different pipelines. Data: D₁ D₂=2" Sch 40, L₁=100 m, L₂-200 m = Kil 1 globe valve fully open, 2 gate valves open, 2 Tees, 3 90° elbows. K₁2= 1 globe valve fully open, 2 gate valves open, 4 Tees, 2 90° elbows. Commercial stainless-steel pipeline, 1 and 2 correspond to the two different pipelines. Use a water solution with p = 1,100 kg/m3, u = 1.2 x 10³ Pa s.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![2). Calculate friction heads when a flow rate of 1.5 m³/min circulate in two different
pipelines.
Data: D₁ D₂=2" Sch 40, L₁=100 m, L2-200 m
Kil 1 globe valve fully open, 2 gate valves open, 2 Tees, 3 90° elbows.
K₁2= 1 globe valve fully open, 2 gate valves open, 4 Tees, 2 90° elbows.
Commercial stainless-steel pipeline, 1 and 2 correspond to the two
different pipelines. Use a water solution with p = 1,100 kg/m3, u = 1.2 x 10³ Pa s.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4bf210e6-f62f-4865-a891-e162b5418613%2F90f2ceb9-930e-4531-86aa-8d7d2a3454e3%2F6lwl5h6_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2). Calculate friction heads when a flow rate of 1.5 m³/min circulate in two different
pipelines.
Data: D₁ D₂=2" Sch 40, L₁=100 m, L2-200 m
Kil 1 globe valve fully open, 2 gate valves open, 2 Tees, 3 90° elbows.
K₁2= 1 globe valve fully open, 2 gate valves open, 4 Tees, 2 90° elbows.
Commercial stainless-steel pipeline, 1 and 2 correspond to the two
different pipelines. Use a water solution with p = 1,100 kg/m3, u = 1.2 x 10³ Pa s.
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