Consider an oil flow of 14 m³/h in a long, straight and smooth pipe with diameter of 4 cm. What is the pressure loss per meter? Oil absolute viscosity is 0,1 kg/ms and density is 900 kg/m³. Friction factor for laminar flow can be calculated from 64 f = be Round off the answer to an integer in Pa/m, but enter the answer without the unit. 0.1 0.09 0.08 0.07 0.06 0.05 0.04 f 0.03 0.025 0.02 0.015H 0.01 0.009 0.008 Laminar flow T 103 2440 Transition range T 2(10³) 468 I 104 Wholly turbulent flow Smooth 2(10¹) 468 105 II 2(105) 468 Pa PVD 106 2(10º) 4 68 107 2(10) 4 6 8 0.05 0.04 0.03 0.02 0.015 0.01 0.008 0.006 0.004 0.002 0.001 0.0008 0.0006 0.0004 0.0002 0.0001 0.00005 0.00001 D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
Consider an oil flow of 14 m³/h in a long, straight and smooth pipe with diameter of 4 cm. What is the pressure loss per meter? Oil absolute
viscosity is 0,1 kg/ms and density is 900 kg/m³. Friction factor for laminar flow can be calculated from
64
f = be
Re
Round off the answer to an integer in Pa/m, but enter the answer without the unit.
0.1
0.09
0.08
0.07
0.06
0.05
0.04
f 0.03-
0.025
0.02
0.015
0.01
0.009
0.008
Laminar
flow
10³
1
1
Transition range
I
2(10³) 468
104
Wholly turbulent flow
Smooth
ī
2(10¹) 468
105
2(105) 4 6 8
106
Re PVD
μ
2(105) 4 68
107
2(107) 4 6 8
0.05
0.04
0.03
0.02
0.015
0.01
0.008
0.006
€
0.004 D
0.002
0.001
0.0008
0.0006
0.0004
0.0002
0.0001
0.00005
0.00001
Transcribed Image Text:Consider an oil flow of 14 m³/h in a long, straight and smooth pipe with diameter of 4 cm. What is the pressure loss per meter? Oil absolute viscosity is 0,1 kg/ms and density is 900 kg/m³. Friction factor for laminar flow can be calculated from 64 f = be Re Round off the answer to an integer in Pa/m, but enter the answer without the unit. 0.1 0.09 0.08 0.07 0.06 0.05 0.04 f 0.03- 0.025 0.02 0.015 0.01 0.009 0.008 Laminar flow 10³ 1 1 Transition range I 2(10³) 468 104 Wholly turbulent flow Smooth ī 2(10¹) 468 105 2(105) 4 6 8 106 Re PVD μ 2(105) 4 68 107 2(107) 4 6 8 0.05 0.04 0.03 0.02 0.015 0.01 0.008 0.006 € 0.004 D 0.002 0.001 0.0008 0.0006 0.0004 0.0002 0.0001 0.00005 0.00001
Expert Solution
steps

Step by step

Solved in 3 steps with 2 images

Blurred answer
Knowledge Booster
Pressurized pipe flow
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning