In the situation shown in the figure, the water flows from the upper tank A to the lower one tank B. The level difference in tank ZA - ZB = 40 m. The total length of the pipe between the tanks is 120 m. The pipe, as shown in the figure, has a point where the diameter is larger than the rest of the pipe. The length of this point is 30 m, and the diameter is 200 mm; the rest of the pipe diameter is 100 mm. The roughness of the pipe is everywhere 2 mm. The one-time resistors are as shown in the figure. At both points where the cross-sectional area of the pipe changes, the speed of the smaller pipe (D = 100 mm) is used to calculate the number of times. Determine the volumetric flow rate from the tank A to the tank B. For water μ = 0.001 Ns/m² and p = 1000 kg/m³.
In the situation shown in the figure, the water flows from the upper tank A to the lower one tank B. The level difference in tank ZA - ZB = 40 m. The total length of the pipe between the tanks is 120 m. The pipe, as shown in the figure, has a point where the diameter is larger than the rest of the pipe. The length of this point is 30 m, and the diameter is 200 mm; the rest of the pipe diameter is 100 mm. The roughness of the pipe is everywhere 2 mm. The one-time resistors are as shown in the figure. At both points where the cross-sectional area of the pipe changes, the speed of the smaller pipe (D = 100 mm) is used to calculate the number of times. Determine the volumetric flow rate from the tank A to the tank B. For water μ = 0.001 Ns/m² and p = 1000 kg/m³.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![(A)
K=0.5
K = 0.6
K = 0.4
K = 0.3
K=1n
K = 1.5
(B)
In the situation shown in the figure, the water flows from the upper
tank A to the lower one tank B. The level difference in tank ZA - ZB =
40 m. The total length of the pipe between the tanks is 120 m. The
pipe, as shown in the figure, has a point where the diameter is larger
than the rest of the pipe. The length of this point is 30 m, and the
diameter is 200 mm; the rest of the pipe diameter is 100 mm. The
roughness of the pipe is everywhere 2 mm. The one-time resistors are
as shown in the figure. At both points where the cross-sectional area
of the pipe changes, the speed of the smaller pipe (D = 100 mm) is
used to calculate the number of times. Determine the volumetric flow
rate from the tank A to the tank B. For water μ = 0.001 Ns/m² and p =
1000 kg/m³.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb9caba6a-1993-4590-9e61-c8015f479af9%2F88b2f472-618d-4d5a-a26f-2b8abdea6e3f%2F301bipa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:(A)
K=0.5
K = 0.6
K = 0.4
K = 0.3
K=1n
K = 1.5
(B)
In the situation shown in the figure, the water flows from the upper
tank A to the lower one tank B. The level difference in tank ZA - ZB =
40 m. The total length of the pipe between the tanks is 120 m. The
pipe, as shown in the figure, has a point where the diameter is larger
than the rest of the pipe. The length of this point is 30 m, and the
diameter is 200 mm; the rest of the pipe diameter is 100 mm. The
roughness of the pipe is everywhere 2 mm. The one-time resistors are
as shown in the figure. At both points where the cross-sectional area
of the pipe changes, the speed of the smaller pipe (D = 100 mm) is
used to calculate the number of times. Determine the volumetric flow
rate from the tank A to the tank B. For water μ = 0.001 Ns/m² and p =
1000 kg/m³.
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 3 steps
![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