Flow rate, L/S (1000 L-1 m²) 600 500 400 300 200 80 40 30 M 10,000 7000 5000 4000 3000 2000 1000 500 400 20--300 1500 60 54 -48 +44 Q = 2800 L/s and V = 7.9 ft/s Q = 3500 gpm and V = 7.9 ft/s | Q = 1,800 gpm and V = 7.9 ft/s Q = 2800 gpm and V = 7.9 ft/s 1000-40 900-36 800 Flow rate, gpm Pipe diameter, mm (1000/-1m) 700-28 600 24 20 500 32 400 4 16 12 10 a S Example 2-12 Pipe diameter, in 0.0002 Slope of HGL or loss of head, mv/m; ft/t 0.0003 0.0004 0.0005 0.0007 0.0010 0.0020 TETTE 0.0030 0.0040 0.0050 0.0070 0.0100 0.0200 0.0300 ww 200 Using the figure provided, answer to the following question: A 12-inch diameter pipeline is built on a slope of 2 percent. Determine the discharge capacity of the pipeline (at full flow) and the flow velocity.
Flow rate, L/S (1000 L-1 m²) 600 500 400 300 200 80 40 30 M 10,000 7000 5000 4000 3000 2000 1000 500 400 20--300 1500 60 54 -48 +44 Q = 2800 L/s and V = 7.9 ft/s Q = 3500 gpm and V = 7.9 ft/s | Q = 1,800 gpm and V = 7.9 ft/s Q = 2800 gpm and V = 7.9 ft/s 1000-40 900-36 800 Flow rate, gpm Pipe diameter, mm (1000/-1m) 700-28 600 24 20 500 32 400 4 16 12 10 a S Example 2-12 Pipe diameter, in 0.0002 Slope of HGL or loss of head, mv/m; ft/t 0.0003 0.0004 0.0005 0.0007 0.0010 0.0020 TETTE 0.0030 0.0040 0.0050 0.0070 0.0100 0.0200 0.0300 ww 200 Using the figure provided, answer to the following question: A 12-inch diameter pipeline is built on a slope of 2 percent. Determine the discharge capacity of the pipeline (at full flow) and the flow velocity.
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter4: Engineering Communication
Section: Chapter Questions
Problem 18P
Related questions
Question
![www
Flow rate, L/S (1000 L=1 m²)
600
500
400
300
200
100
80
60
50
30
m
M
10,000
7000
5000
4000
LL
3000
2000
-
1000
500
400
20--300
-200
1500
Q = 2800 L/s and V = 7.9 ft/s
Q=3500 gpm and V = 7.9 ft/s
| Q = 1,800 gpm and V = 7.9 ft/s
Q = 2800 gpm and V = 7.9 ft/s
1000
900
800
700
600
500
Flow rate, gpm
Pipe diameter, mm (1000/-1 m)
400
60
1-54
48
44
40
200
LU
11
36
32
28
24
20
16
12
10
8
5
Example
2.12
Pipe diameter, in
0.0002
Slope of HGL or loss of head, m/m; ft/t
0.0003
0.0004
0.0005
0.0007
0.0010
0.0020
0.0030
0.0040
0.0050
TTTTTT
0.0070
0.0100
0.0200
0.0300
Using the figure provided, answer to the following question: A 12-inch diameter
pipeline is built on a slope of 2 percent. Determine the discharge capacity of the
pipeline (at full flow) and the flow velocity.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F70677d2c-e69e-494e-b106-0a503f2fd9d0%2F85471185-f1e9-4992-8fad-fcf1343c6cf5%2Fmknum3f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:www
Flow rate, L/S (1000 L=1 m²)
600
500
400
300
200
100
80
60
50
30
m
M
10,000
7000
5000
4000
LL
3000
2000
-
1000
500
400
20--300
-200
1500
Q = 2800 L/s and V = 7.9 ft/s
Q=3500 gpm and V = 7.9 ft/s
| Q = 1,800 gpm and V = 7.9 ft/s
Q = 2800 gpm and V = 7.9 ft/s
1000
900
800
700
600
500
Flow rate, gpm
Pipe diameter, mm (1000/-1 m)
400
60
1-54
48
44
40
200
LU
11
36
32
28
24
20
16
12
10
8
5
Example
2.12
Pipe diameter, in
0.0002
Slope of HGL or loss of head, m/m; ft/t
0.0003
0.0004
0.0005
0.0007
0.0010
0.0020
0.0030
0.0040
0.0050
TTTTTT
0.0070
0.0100
0.0200
0.0300
Using the figure provided, answer to the following question: A 12-inch diameter
pipeline is built on a slope of 2 percent. Determine the discharge capacity of the
pipeline (at full flow) and the flow velocity.
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