Water at T = 25°C is drawn from an underground detention tank and discharged into a drain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mm and a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocity through the pipe is 4 m/s and h = 1 m. Neglect minor losses. Figure < 1 of 1 > X Incorrect; Try Again; 4 attempts remaining ▼ Part B Head (ft) 175 6-in. dia. 150 5.5-in. dia. 125 5-in. dia. 100 75 50 25 AM D 65% 70% 75%-80% tat (NPSH)'d 8.7 B C A 86% -80% 3 10 bhp Submit Previous Answers Request Answer 75% 70% 18 bhp X Incorrect; Try Again; 4 attempts remaining 20 bhp 100 200 300 337 400 470 500 600 700 800 Flow Q(gal/min) Determine the required NPSH. Use the pump performance curves shown above. Express your answer using two significant figures. VAE Ivec 1750 rpm 65% 25 bhp Ĉ 20 ? m
Water at T = 25°C is drawn from an underground detention tank and discharged into a drain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mm and a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocity through the pipe is 4 m/s and h = 1 m. Neglect minor losses. Figure < 1 of 1 > X Incorrect; Try Again; 4 attempts remaining ▼ Part B Head (ft) 175 6-in. dia. 150 5.5-in. dia. 125 5-in. dia. 100 75 50 25 AM D 65% 70% 75%-80% tat (NPSH)'d 8.7 B C A 86% -80% 3 10 bhp Submit Previous Answers Request Answer 75% 70% 18 bhp X Incorrect; Try Again; 4 attempts remaining 20 bhp 100 200 300 337 400 470 500 600 700 800 Flow Q(gal/min) Determine the required NPSH. Use the pump performance curves shown above. Express your answer using two significant figures. VAE Ivec 1750 rpm 65% 25 bhp Ĉ 20 ? m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
I will rate immediately. Thanks

Transcribed Image Text:Problem 14.42
Water at T = 25°C is drawn from an underground detention tank and discharged into a
drain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mm
and a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocity
through the pipe is 4 m/s and h = 1 m. Neglect minor losses.
Figure
B
< 1 of 1
X Incorrect; Try Again; 4 attempts remaining
Part B
Head (ft)
175 6-in. dia.
150 5.5-in. dia.
125
100
5-in. dia.
75
50
25
100 200
D
65% 70% 75% 80%
-C
A
B
(NPSH) req'd = 8.7
-86%-80%
10 bhp
Submit Previous Answers Request Answer
75%
18 bhp
300 337 400 470 500 600
Flow Q(gal/min)
Determine the required NPSH. Use the pump performance curves shown above.
Express your answer using two significant figures.
15. ΑΣΦ 41 | vec 5
X Incorrect; Try Again; 4 attempts remaining
wo = 1750 rpm
70%
-65%
25 bhp
20 bhp
700 800
0
?
(NPSH) req'd
m

Transcribed Image Text:Problem 14.42
Water at T = 25°C is drawn from an underground detention tank and discharged into a
drain using a 2-m-long pipe and pump (Figure 1). The pipe has a diameter of 100 mm
and a friction factor of f = 0.02. The atmospheric pressure is 101.3 kPa. The velocity
through the pipe is 4 m/s and h = 1 m. Neglect minor losses.
Figure
B
1 of 1
Part A
Determine the available NPSH.
Express your answer using three significant figures.
(NPSH) Avail = 21.9
Submit Previous Answers Request Answer
Part B
Head (ft)
IVE ΑΣΦ
X Incorrect; Try Again; 4 attempts remaining
175 6-in. dia..
150 5.5-in. dia.
125
100
75
5-in. dia.
50
25
100
D
200
65% 70% 75%80%
B
C
vec
A
-86%- -80%
10 bhp
75%
18 bhp
300 337 400 470 500 600
Flow Q(gal/min)
70%
-65%
25 bhp
20 bhp
wo = 1750 rpm
www
700
800
?
(NPSH) req'd
m
Expert Solution

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 3 images

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 (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON

Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning


Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON

Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning

Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education


Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning