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average velocity of 0.9 m/s shown in Figure 4. The dynamic viscosity of water µ = 1.307 × 10-3 kg/m*s) For laminar flow the pipe friction factorf= 64/Re. Problem IV: Water is flowing steadily in a 0.12-cm-diameter, 17-m-long pipe at an Water Yo D=0.12 cm odi al bW 0.9 m/s me.rs= Figure 4 Question 16: What is the formula for the head loss due to friction in the pipe? a) hf = f(D/L)(v²/2g) b) h = f(L/D)(V /2g) c) hf = f(D/L)(V/2g) d) hf = f(L/D)(V²/2g) e) None of the above

average velocity of 0.9 m/s shown in Figure 4. The dynamic viscosity of water µ = 1.307 × 10-3 kg/m*s) For laminar flow the pipe friction factorf= 64/Re. Problem IV: Water is flowing steadily in a 0.12-cm-diameter, 17-m-long pipe at an Water Yo D=0.12 cm odi al bW 0.9 m/s me.rs= Figure 4 Question 16: What is the formula for the head loss due to friction in the pipe? a) hf = f(D/L)(v²/2g) b) h = f(L/D)(V /2g) c) hf = f(D/L)(V/2g) d) hf = f(L/D)(V²/2g) e) None of the above

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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average velocity of 0.9 m/s shown in Figure 4. The dynamic viscosity of water p = 1.307 × 10-3 kg/m*s) For laminar flow the pipe friction factorf= 64/Re. Problem IV: Water is flowing steadily in a 0.12-cm-diameter, 17-m-long pipe at an Water di al bW D=0.12 cm 0.9 m/s me rs= Figure 4 Question 16: What is the formula for the head loss due to friction in the pipe? a) hf = f(D/L)(v²/2g) b) h, = f(L/D)(V /2g) c) hf = f(D/L)(V/2g) d) hf = f(L/D)(V²/2g) e) None of the above
Transcribed Image Text:average velocity of 0.9 m/s shown in Figure 4. The dynamic viscosity of water p = 1.307 × 10-3 kg/m*s) For laminar flow the pipe friction factorf= 64/Re. Problem IV: Water is flowing steadily in a 0.12-cm-diameter, 17-m-long pipe at an Water di al bW D=0.12 cm 0.9 m/s me rs= Figure 4 Question 16: What is the formula for the head loss due to friction in the pipe? a) hf = f(D/L)(v²/2g) b) h, = f(L/D)(V /2g) c) hf = f(D/L)(V/2g) d) hf = f(L/D)(V²/2g) e) None of the above
Question 17 (a) Re PVD (b) Re pV Du pD (c) Re Vụ (d) Re µVp %3D D (e) none of the above Question 18 What is the value of the Reynolds number of the pipe flow? (а) 523.67 (b) 191.48 (c) 826.32 (d) 2474.31 (е) 4206.55 Question 19: What is the value of the pipe friction factor f? (a) f=0.0372 (b) f=0.0113 (c) f=0.0492 (d) f=0.1261 (e) f=0.0775 Question 20: What is the head loss in the pipe due to friction? (a) hf = 45.3m = 32.0m (b) hf (c) hf = 16.8m (d) he = 91.3m = 27.9m %3D %3D (e) hf
Transcribed Image Text:Question 17 (a) Re PVD (b) Re pV Du pD (c) Re Vụ (d) Re µVp %3D D (e) none of the above Question 18 What is the value of the Reynolds number of the pipe flow? (а) 523.67 (b) 191.48 (c) 826.32 (d) 2474.31 (е) 4206.55 Question 19: What is the value of the pipe friction factor f? (a) f=0.0372 (b) f=0.0113 (c) f=0.0492 (d) f=0.1261 (e) f=0.0775 Question 20: What is the head loss in the pipe due to friction? (a) hf = 45.3m = 32.0m (b) hf (c) hf = 16.8m (d) he = 91.3m = 27.9m %3D %3D (e) hf
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