Problem 2 - The outdoor track team at the university wants to add steeplechase water hazards to the outdoor track. This requires adding the water hazards and a piping system to deliver the water. Sparky's ENGR 315 class is assigned the task to determine the holding tank pressure (PA) that is used to keep the water hazards full of water (requires a volumetric flow rate of 0.003 m³/sec at B when the gate valve is fully open). The vertically oriented piping is 20-mm-diameter galvanized iron pipe. The major (gate valve, 90° short radius elbows) and minor losses (Reynolds Number dependent fluid friction based on pipe surface roughness) must be considered. The water conditions are based on 20°C. The pipe surface roughness is from the inside back cover of the textbook. Some of the other inputs are from Chapter 10 tables on loss coefficients for pipe fittings. 3 m 1 m '0.5 m B 20 mm
Problem 2 - The outdoor track team at the university wants to add steeplechase water hazards to the outdoor track. This requires adding the water hazards and a piping system to deliver the water. Sparky's ENGR 315 class is assigned the task to determine the holding tank pressure (PA) that is used to keep the water hazards full of water (requires a volumetric flow rate of 0.003 m³/sec at B when the gate valve is fully open). The vertically oriented piping is 20-mm-diameter galvanized iron pipe. The major (gate valve, 90° short radius elbows) and minor losses (Reynolds Number dependent fluid friction based on pipe surface roughness) must be considered. The water conditions are based on 20°C. The pipe surface roughness is from the inside back cover of the textbook. Some of the other inputs are from Chapter 10 tables on loss coefficients for pipe fittings. 3 m 1 m '0.5 m B 20 mm
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter8: Landfills
Section: Chapter Questions
Problem 8.10P
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Transcribed Image Text:Problem 2 - The outdoor track team at the university wants to add steeplechase water hazards
to the outdoor track. This requires adding the water hazards and a piping system to deliver the
water. Sparky's ENGR 315 class is assigned the task to determine the holding tank pressure
(PA) that is used to keep the water hazards full of water (requires a volumetric flow rate of 0.003
m³/sec at B when the gate valve is fully open). The vertically oriented piping is 20-mm-diameter
galvanized iron pipe. The major (gate valve, 90° short radius elbows) and minor losses
(Reynolds Number dependent fluid friction based on pipe surface roughness) must be
considered. The water conditions are based on 20°C. The pipe surface roughness is from the
inside back cover of the textbook. Some of the other inputs are from Chapter 10 tables on loss
coefficients for pipe fittings.
3 m
1 m
'0.5 m
B
20 mm
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