Water discharges from the Annable Tank to the Schmidt Tank as illustrated on the figure. The velocity in pipe #2 is known to be 2.25 m/s. All pipeline information is provided on the figure below. As shown on the figure, a globe valve is installed at the midpoint of Pipe #2. Neglecting all local losses with the exception of the valve loss (K = 10): i. establish the flow rate entering the Schmidt Tank ii. report the value of H shown on the figure. ▼ Annable Tank Globe Valve Kv = 10 Ans: Q = 0.271 m³/s a 16 Pipe #2 L = 150 m D = 300 mm C = 120 V = 2.25 m/s H = 7.92 m Pipe #1 L = 200 m D = 250 mm C = 110 Pipe #3 L = 250 m D = 400 mm C = 125 Schmidt Tank H
Water discharges from the Annable Tank to the Schmidt Tank as illustrated on the figure. The velocity in pipe #2 is known to be 2.25 m/s. All pipeline information is provided on the figure below. As shown on the figure, a globe valve is installed at the midpoint of Pipe #2. Neglecting all local losses with the exception of the valve loss (K = 10): i. establish the flow rate entering the Schmidt Tank ii. report the value of H shown on the figure. ▼ Annable Tank Globe Valve Kv = 10 Ans: Q = 0.271 m³/s a 16 Pipe #2 L = 150 m D = 300 mm C = 120 V = 2.25 m/s H = 7.92 m Pipe #1 L = 200 m D = 250 mm C = 110 Pipe #3 L = 250 m D = 400 mm C = 125 Schmidt Tank H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Water discharges from the Annable Tank to the Schmidt Tank as illustrated on the figure. The velocity in pipe #2 is
known to be 2.25 m/s. All pipeline information is provided on the figure below. As shown on the figure, a globe valve is
installed at the midpoint of Pipe #2.
Neglecting all local losses with the exception of the valve loss (K = 10):
i. establish the flow rate entering the Schmidt Tank
ii. report the value of H shown on the figure.
Annable
Tank
Globe Valve
Kv = 10
Ans: Q = 0.271 m³/s
a
Pipe #2
L = 150 m
D = 300 mm
C = 120
V = 2.25 m/s
H = 7.92 m
Pipe #1
L = 200 m
D = 250 mm
C = 110
Pipe #3
L = 250 m
D = 400 mm
C = 125
▼
Schmidt
Tank
H](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4ad7eb80-2f17-4f74-8756-c353cd00da73%2Ff4d80fdb-410c-4d69-8284-2ab4311549e5%2F69nicgk_processed.png&w=3840&q=75)
Transcribed Image Text:Water discharges from the Annable Tank to the Schmidt Tank as illustrated on the figure. The velocity in pipe #2 is
known to be 2.25 m/s. All pipeline information is provided on the figure below. As shown on the figure, a globe valve is
installed at the midpoint of Pipe #2.
Neglecting all local losses with the exception of the valve loss (K = 10):
i. establish the flow rate entering the Schmidt Tank
ii. report the value of H shown on the figure.
Annable
Tank
Globe Valve
Kv = 10
Ans: Q = 0.271 m³/s
a
Pipe #2
L = 150 m
D = 300 mm
C = 120
V = 2.25 m/s
H = 7.92 m
Pipe #1
L = 200 m
D = 250 mm
C = 110
Pipe #3
L = 250 m
D = 400 mm
C = 125
▼
Schmidt
Tank
H
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