Water flows through a 28 cm (length) rotameter (Type A) with an internal diameter of 25 mm at the top and 20 mm at the bottom. The float has a diameter of 20 mm, a volume of 6.1 cm? and a specific gravity of 5.3. 15. Assuming that Az/Ą; is negligible, what is the area (in mm² to 5 significant figures) of the annulus when there is a flow of 380 I/hr water? Assume Co = 0.97 16. Using the same constant Co value, recalculate the area of the annulus assuming Az/A, is not negligible (in mm² to at least 5 significant figures). 17. What is the final value of the linear flowrate through the annulus? (m/s) 18. What is the final Reynolds number through the annulus? 19. How far from the bottom is the float under these conditions? (cm) Answer the following questions as true or false: 20. A rotameter is typically placed vertically while an orifice meter is placed horizontally 21. An orifice meter requires only a change in pressure of the pipe to calculate the flowrate 22. An orifice meter is an example of a variable area flow meter 2PluidVnloat(PAoat-Pluid)E Afoat(1- ) Given: G = m = CpA2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
icon
Concept explainers
Question
Water flows through a 28 cm (length) rotameter (Type A) with an internal diameter of 25 mm
at the top and 20 mm at the bottom. The float has a diameter of 20 mm, a volume of 6.1 cm
and a specific gravity of 5.3.
15. Assuming that Az/A, is negligible, what is the area (in mm² to 5 significant figures) of
the annulus when there is a flow of 380 I/hr water? Assume Co = 0.97
16. Using the same constant Cp value, recalculate the area of the annulus assuming
Az/A, is not negligible (in mm? to at least 5 significant figures).
17. What is the final value of the linear flowrate through the annulus? (m/s)
18. What is the final Reynolds number through the annulus?
19. How far from the bottom is the float under these conditions? (cm)
Answer the following questions as true or false:
20. A rotameter is typically placed vertically while an orifice meter is placed horizontally
21. An orifice meter requires only a change in pressure of the pipe to calculate the
flowrate
22. An orifice meter is an example of a variable area flow meter
2PfluidVfloat(Ploat-Pfluid)E
CDA2
Given: G = ṁ =
Anoat(1-()
Transcribed Image Text:Water flows through a 28 cm (length) rotameter (Type A) with an internal diameter of 25 mm at the top and 20 mm at the bottom. The float has a diameter of 20 mm, a volume of 6.1 cm and a specific gravity of 5.3. 15. Assuming that Az/A, is negligible, what is the area (in mm² to 5 significant figures) of the annulus when there is a flow of 380 I/hr water? Assume Co = 0.97 16. Using the same constant Cp value, recalculate the area of the annulus assuming Az/A, is not negligible (in mm? to at least 5 significant figures). 17. What is the final value of the linear flowrate through the annulus? (m/s) 18. What is the final Reynolds number through the annulus? 19. How far from the bottom is the float under these conditions? (cm) Answer the following questions as true or false: 20. A rotameter is typically placed vertically while an orifice meter is placed horizontally 21. An orifice meter requires only a change in pressure of the pipe to calculate the flowrate 22. An orifice meter is an example of a variable area flow meter 2PfluidVfloat(Ploat-Pfluid)E CDA2 Given: G = ṁ = Anoat(1-()
Expert Solution
steps

Step by step

Solved in 3 steps

Blurred answer
Knowledge Booster
Pressure and stress
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
  • SEE MORE 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