Two large water reservoirs with a water level difference of 12 m are joined together with two pipes connected in series so that water flows from the upper reservoir to the lower one. The pipe exiting the upper reservoir is 200 mm in diameter, 300 m long, and has a friction factor of 0.024. The other pipe that enters the lower reservoir is 100 mm diameter, 100 m long and has a friction factor of 0.032. Taking into account all the shock losses (i.e. sudden entrance, contraction, and sudden exit) and losses due to friction, (i) Calculate the flow rate between the reservoirs using the K values given in the following table, and also, (ii) Evaluate all losses (i.e. due to pipes friction and fittings) for the given system. Show all your workings. Typical K values Feature 450 Elbow K Value 0.3 900 elbow 0.6 906 bend large 0.3 radius Tee - along line of 0.3 flow Tee - through side 0.8 Gate valve fully 0.2 open Sudden contraction in pipe Note: (Kv₂²/2g) 0.25 Feature Sudden enlargement in pipe 1 Note: K(V1-V2)2/2g Sudden entrance (Tank to pipe) Sudden exit (from pipe to tank) Globe Valve (3/4 open) Globe Valve (open) Foot valve with strainer K Value Screwed socket 0.5 1 8 6 3 0.03
Two large water reservoirs with a water level difference of 12 m are joined together with two pipes connected in series so that water flows from the upper reservoir to the lower one. The pipe exiting the upper reservoir is 200 mm in diameter, 300 m long, and has a friction factor of 0.024. The other pipe that enters the lower reservoir is 100 mm diameter, 100 m long and has a friction factor of 0.032. Taking into account all the shock losses (i.e. sudden entrance, contraction, and sudden exit) and losses due to friction, (i) Calculate the flow rate between the reservoirs using the K values given in the following table, and also, (ii) Evaluate all losses (i.e. due to pipes friction and fittings) for the given system. Show all your workings. Typical K values Feature 450 Elbow K Value 0.3 900 elbow 0.6 906 bend large 0.3 radius Tee - along line of 0.3 flow Tee - through side 0.8 Gate valve fully 0.2 open Sudden contraction in pipe Note: (Kv₂²/2g) 0.25 Feature Sudden enlargement in pipe 1 Note: K(V1-V2)2/2g Sudden entrance (Tank to pipe) Sudden exit (from pipe to tank) Globe Valve (3/4 open) Globe Valve (open) Foot valve with strainer K Value Screwed socket 0.5 1 8 6 3 0.03
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please solve this is revision for past exam question
![Two large water reservoirs with a water level difference of 12 m are
joined together with two pipes connected in series so that water
flows from the upper reservoir to the lower one.
The pipe exiting the upper reservoir is 200 mm in diameter, 300 m
long, and has a friction factor of 0.024.
The other pipe that enters the lower reservoir is 100 mm diameter,
100 m long and has a friction factor of 0.032.
Taking into account all the shock losses (i.e. sudden entrance,
contraction, and sudden exit) and losses due to friction,
(i) Calculate the flow rate between the reservoirs using the K values
given in the following table, and also,
(ii) Evaluate all losses (i.e. due to pipes friction and fittings) for the
given system.
Show all your workings.
Typical K values
Feature
456 Elbow
K Value Feature
0.3
900 elbow
0.6
906 bend large 0.3
radius
Tee - along line of 0.3
flow
Tee through side 0.8
Gate valve - fully 0.2
open
Sudden
contraction in pipe
Note: (Kv₂²/2g)
0.25
Sudden enlargement in pipe 1
Note: K(V1-V2)²/2g
Sudden entrance (Tank to pipe)
Sudden exit (from pipe to tank)
Globe Valve (3/4 open)
Globe Valve (open)
Foot valve with strainer
K Value
Screwed socket
0.5
1
8
6
3
0.03](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd000f3ec-5744-44d4-a2b8-3b46a02ad4a6%2F3c509860-aa0c-4d96-b032-69e7e8d1cc35%2Fp24b0ym_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Two large water reservoirs with a water level difference of 12 m are
joined together with two pipes connected in series so that water
flows from the upper reservoir to the lower one.
The pipe exiting the upper reservoir is 200 mm in diameter, 300 m
long, and has a friction factor of 0.024.
The other pipe that enters the lower reservoir is 100 mm diameter,
100 m long and has a friction factor of 0.032.
Taking into account all the shock losses (i.e. sudden entrance,
contraction, and sudden exit) and losses due to friction,
(i) Calculate the flow rate between the reservoirs using the K values
given in the following table, and also,
(ii) Evaluate all losses (i.e. due to pipes friction and fittings) for the
given system.
Show all your workings.
Typical K values
Feature
456 Elbow
K Value Feature
0.3
900 elbow
0.6
906 bend large 0.3
radius
Tee - along line of 0.3
flow
Tee through side 0.8
Gate valve - fully 0.2
open
Sudden
contraction in pipe
Note: (Kv₂²/2g)
0.25
Sudden enlargement in pipe 1
Note: K(V1-V2)²/2g
Sudden entrance (Tank to pipe)
Sudden exit (from pipe to tank)
Globe Valve (3/4 open)
Globe Valve (open)
Foot valve with strainer
K Value
Screwed socket
0.5
1
8
6
3
0.03
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 4 steps with 11 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
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.Recommended textbooks for you
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning