For the system shown, the pipe is steel with an internal diameter of 100 mm. Water is pumped through the system; its velocity at Point C is 2.5 m/s. The pressure at Point A is atmospheric, the gauge pressure at Point B is 125 kPa, and the gauge pressure at Point C is 175 kPa. The discharge at Point D is to the atmosphere. The pumping rate (m³/min) is most nearly: Viscosity Kinematic viscosity v= 1.0 × 10-6 m²/s Density u = 1.0 x 10-3 N•s/m² p = 1,000 kg/m³ WELL ROUNDED, C= 1.0 (A -10 m (D) 6.0 m 90° ELBOWS B PUMP CELBOW =0.90 E 75.0 m NOT TO SCALE - A. 1.02 B. 1.18 O C. - D. 1.50 4.71
For the system shown, the pipe is steel with an internal diameter of 100 mm. Water is pumped through the system; its velocity at Point C is 2.5 m/s. The pressure at Point A is atmospheric, the gauge pressure at Point B is 125 kPa, and the gauge pressure at Point C is 175 kPa. The discharge at Point D is to the atmosphere. The pumping rate (m³/min) is most nearly: Viscosity Kinematic viscosity v= 1.0 × 10-6 m²/s Density u = 1.0 x 10-3 N•s/m² p = 1,000 kg/m³ WELL ROUNDED, C= 1.0 (A -10 m (D) 6.0 m 90° ELBOWS B PUMP CELBOW =0.90 E 75.0 m NOT TO SCALE - A. 1.02 B. 1.18 O C. - D. 1.50 4.71
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
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Please answer question with as much detail as possible
Please Use the “NCEES FE Reference Handbook 10.0.1” which can be downloaded for Free from https://ncees.org/ as your Reference for tables and formulas
Transcribed Image Text:For the system shown, the pipe is steel with an internal diameter of 100 mm. Water is pumped
through the system; its velocity at Point C is 2.5 m/s. The pressure at Point A is atmospheric, the
gauge pressure at Point B is 125 kPa, and the gauge pressure at Point C is 175 kPa. The discharge
at Point D is to the atmosphere. The pumping rate (m³/min) is most nearly:
65.
Viscosity
Kinematic viscosity v= 1.0 × 10-6 m²/s
Density
u = 1.0 x 10-3 N-•s/m²
p = 1,000 kg/m³
A
WELL ROUNDED,
C=1.0
10 m
D
6.0 m
B.
PUMP
90° ELBOWS
CELBOW = 0.90
(E
75.0 m
NOT TO SCALE
1.02
O B.
1.18
1.50
O D.
4.71
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