The gage pressure (psig) at point a is nearest (a) 13.7 (b) 14.7 (c) 101.3 (d) 0 (e) 1 Oil a 3 in SG = 0.69 SThe gage pressure (psig) at point c is nearest (a) 57.2 (b) 1.4 (c) 6.7 (d) 0.4 8 in Water The absolute pressure (psia) the natural gas pipeline is C nearest hw = 22 in (a) 8.4 (b) 65 (c) 9 (d) 1 (e) 23 16 in SThe gage pressure (psig) in the natural gas pipeline is Natural gas DIf the pipeline pressure was increased by 50%, what cost- effective manometer modification(s) might be needed? (a) None (b) More mercury, less oil (c) Add 2 more manometer loops (d) Replace the manometer with a high-pressure gage Mercury SG = 13.6 (e) Rotate the gas line to a vertical alignment
The gage pressure (psig) at point a is nearest (a) 13.7 (b) 14.7 (c) 101.3 (d) 0 (e) 1 Oil a 3 in SG = 0.69 SThe gage pressure (psig) at point c is nearest (a) 57.2 (b) 1.4 (c) 6.7 (d) 0.4 8 in Water The absolute pressure (psia) the natural gas pipeline is C nearest hw = 22 in (a) 8.4 (b) 65 (c) 9 (d) 1 (e) 23 16 in SThe gage pressure (psig) in the natural gas pipeline is Natural gas DIf the pipeline pressure was increased by 50%, what cost- effective manometer modification(s) might be needed? (a) None (b) More mercury, less oil (c) Add 2 more manometer loops (d) Replace the manometer with a high-pressure gage Mercury SG = 13.6 (e) Rotate the gas line to a vertical alignment
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![The gage pressure (psig) at point a is nearest
(a) 13.7 (b) 14.7
(c) 101.3
(d) 0
(e) 1
Oil
a
3 in
SG = 0.69
SThe gage pressure (psig) at point c is nearest
(a) 57.2 (b) 1.4 (c) 6.7 (d) 0.4
8 in
Water
The absolute pressure (psia)
the natural gas pipeline is
nearest
h, = 22 in
(a) 8.4
(b) 65 (c) 9
(e) 23
16 in
SThe gage pressure
osig) in the natural gas pipeline is
Natural
gas
Dif the pipeline pressure was increased by 50%, what cost-
effective manometer modification(s) might be needed?
(b) More mercury, less oil
(c) Add 2 more manometer loops
(d) Replace the manometer with a high-pressure gage
(e) Rotate the gas line to a vertical alignment
Mercury
SG = 13.6](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F502330eb-9fa1-41eb-8716-374edceb5782%2Fd9e6acc6-de4e-4071-bdd5-40a1d8735f92%2Fb5hd3h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The gage pressure (psig) at point a is nearest
(a) 13.7 (b) 14.7
(c) 101.3
(d) 0
(e) 1
Oil
a
3 in
SG = 0.69
SThe gage pressure (psig) at point c is nearest
(a) 57.2 (b) 1.4 (c) 6.7 (d) 0.4
8 in
Water
The absolute pressure (psia)
the natural gas pipeline is
nearest
h, = 22 in
(a) 8.4
(b) 65 (c) 9
(e) 23
16 in
SThe gage pressure
osig) in the natural gas pipeline is
Natural
gas
Dif the pipeline pressure was increased by 50%, what cost-
effective manometer modification(s) might be needed?
(b) More mercury, less oil
(c) Add 2 more manometer loops
(d) Replace the manometer with a high-pressure gage
(e) Rotate the gas line to a vertical alignment
Mercury
SG = 13.6
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 with 3 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