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2.) Water, with density at 1.94 slugs/ft3 and kinematic viscosity (v) at 0.000011 ft2/s, is pumped between two reservoirs at 0.2 ft3/s through 400 ft of 2-in-diameter pipe and several minor losses, as shown in the figure below. The relative roughness is 0.001. Compute the following. 31= 20 ft K = 0.5 Sharp entrance Open globe valve Cle116 1 Pump minke Screwed regular 90° elbow 400 ft of pipe, d= K = 1.0 12 12-in K = 0.25 bend radius Sharp exit ft 22 = 120 ft Half-open. gate valve K= 2.5

2.) Water, with density at 1.94 slugs/ft3 and kinematic viscosity (v) at 0.000011 ft2/s, is pumped between two reservoirs at 0.2 ft3/s through 400 ft of 2-in-diameter pipe and several minor losses, as shown in the figure below. The relative roughness is 0.001. Compute the following. 31= 20 ft K = 0.5 Sharp entrance Open globe valve Cle116 1 Pump minke Screwed regular 90° elbow 400 ft of pipe, d= K = 1.0 12 12-in K = 0.25 bend radius Sharp exit ft 22 = 120 ft Half-open. gate valve K= 2.5

Elements Of Electromagnetics
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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Answer the following: 
c.) What is the friction factor
d.) What is the total coefficient of loss or K. Note that some of the K are provided. 

2.) Water, with density at 1.94 slugs/ft3 and kinematic viscosity (v) at 0.000011 ft2/s, is pumped between two reservoirs at 0.2 ft3/s through 400 ft of 2-in-diameter pipe and several minor losses, as shown in the figure below. The relative roughness is 0.001. Compute the following. 31= 20 ft K=0.5 Sharp entrance Open globe valve screwed Pump Screwed regular 90° elbow 400 ft of pipe, d= K=1.0 (2 Sharp exit 12-in K = 0.25 bend radius 12 ft Z₂ = 120 ft Half-open. gate valve K= 2.5
Transcribed Image Text:2.) Water, with density at 1.94 slugs/ft3 and kinematic viscosity (v) at 0.000011 ft2/s, is pumped between two reservoirs at 0.2 ft3/s through 400 ft of 2-in-diameter pipe and several minor losses, as shown in the figure below. The relative roughness is 0.001. Compute the following. 31= 20 ft K=0.5 Sharp entrance Open globe valve screwed Pump Screwed regular 90° elbow 400 ft of pipe, d= K=1.0 (2 Sharp exit 12-in K = 0.25 bend radius 12 ft Z₂ = 120 ft Half-open. gate valve K= 2.5
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