Compute the energy loss as water flows in a standard hydraulic copper tube, 120 mm OD X 3.5 mm wall, at a rate of 1000 L/min over a length of 45 m.
Compute the energy loss as water flows in a standard hydraulic copper tube, 120 mm OD X 3.5 mm wall, at a rate of 1000 L/min over a length of 45 m.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
Compute the energy loss as water flows in a standard hydraulic copper tube, 120 mm OD X 3.5 mm wall, at a rate of 1000 L/min over a length of 45 m.
![-
sin frit Idimensionless
Example
Given: 5 in Schedule 40
steel pipe
--00
*-4, 19001 - 20
velocity=110%
SAU TRI MOI QUIERO A
0.275-
bilgil
0.250
0.2233
0.200
0.180
0.100
0.140
0.120
0.100
06.010
0.080
0.03770
0.060
0.0.50
0.045
0.040
0.035
0.010
0.009
4000
EE
0.030 —— 10
0.025 10.9
08
10]
0.030-0.7
AT
3
-15
2
2
14714
-0.6
--03
0.4
0.3
0.25
20
-LIS
NA
www-adid jo jagad
1200
1100--44
1000--40
900 € 30
36
32
28
- 008
100
600
300
500-20
250
200
817
ON
-24
150-60
50
10
-9.0
547-00
- È
33
2.5
20
sin m/m (dimensionless)
an add to MIC
三
-0.13
-0.2
0.3
0.4
0.5
900
15
2.0
40
50
2 3 & SPOR² 2 6 5
LLLLL
Loss of head per 1000 ft (x10³)
Velocity, fus
0.8+0.250
0.9 -0.273
1.0 -0.30
15
20
2.5
3.0
-0.40
FIGURE 8.10 Nomograph for the solution of the Hazen Williams formula for C₁. - 100.
-0.45
-0.30
0.53
0.60
-0.70
0.80
0.90
10
+LI
-1.2
4.5--14
1.3
**
6.0-1.8
1.5
16
6,5-5-20
2.5
CHAP™ LÀ BIG-T Reynolds Number, Laminar Flow, Turbulent Flow, and Energy Losses
GEL ALGOPA
(UWP F
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6419b835-42d6-43f0-a27c-12335eee237b%2F8358975c-5365-41c7-97e2-ebe1e91fcd02%2F8ydo30v_processed.jpeg&w=3840&q=75)
Transcribed Image Text:-
sin frit Idimensionless
Example
Given: 5 in Schedule 40
steel pipe
--00
*-4, 19001 - 20
velocity=110%
SAU TRI MOI QUIERO A
0.275-
bilgil
0.250
0.2233
0.200
0.180
0.100
0.140
0.120
0.100
06.010
0.080
0.03770
0.060
0.0.50
0.045
0.040
0.035
0.010
0.009
4000
EE
0.030 —— 10
0.025 10.9
08
10]
0.030-0.7
AT
3
-15
2
2
14714
-0.6
--03
0.4
0.3
0.25
20
-LIS
NA
www-adid jo jagad
1200
1100--44
1000--40
900 € 30
36
32
28
- 008
100
600
300
500-20
250
200
817
ON
-24
150-60
50
10
-9.0
547-00
- È
33
2.5
20
sin m/m (dimensionless)
an add to MIC
三
-0.13
-0.2
0.3
0.4
0.5
900
15
2.0
40
50
2 3 & SPOR² 2 6 5
LLLLL
Loss of head per 1000 ft (x10³)
Velocity, fus
0.8+0.250
0.9 -0.273
1.0 -0.30
15
20
2.5
3.0
-0.40
FIGURE 8.10 Nomograph for the solution of the Hazen Williams formula for C₁. - 100.
-0.45
-0.30
0.53
0.60
-0.70
0.80
0.90
10
+LI
-1.2
4.5--14
1.3
**
6.0-1.8
1.5
16
6,5-5-20
2.5
CHAP™ LÀ BIG-T Reynolds Number, Laminar Flow, Turbulent Flow, and Energy Losses
GEL ALGOPA
(UWP F
X
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