Pipe Pressure from discharge in Tank

Click For Summary
SUMMARY

The discussion focuses on calculating the pressure of water discharged from a 10ft tall cylindrical tank through a 1" diameter pipe, 20ft below. The pressure can be determined using the formula: Pressure = 14.7 psi + [1.96 slug/ft³ * 30in * (32.2 ft/s²)]. However, it is established that the pressure at the bottom of the pipe equals atmospheric pressure (14.7 psi) when discharging freely into the atmosphere. The diameter of the pipe does not significantly affect the pressure calculation in this scenario, as the flow adjusts to maintain pressure equilibrium.

PREREQUISITES
  • Understanding of fluid mechanics principles
  • Knowledge of pressure calculations in fluid systems
  • Familiarity with atmospheric pressure concepts
  • Basic grasp of hydraulic systems and flow dynamics
NEXT STEPS
  • Research "Bernoulli's Equation" for fluid flow analysis
  • Learn about "head loss in pipes" and its impact on pressure
  • Study "hydraulic diameter" and its relevance in fluid mechanics
  • Explore "static vs dynamic fluid pressure" concepts
USEFUL FOR

Engineers, fluid mechanics students, and anyone involved in hydraulic system design or analysis will benefit from this discussion.

Juanka
Messages
37
Reaction score
0
The diagram attached is a picture of the problem I have. I have a 10ft tall cylindrical tank with 20ft of pipe directly under it. The tank at full capacity can hold 100 gallons of water or 10 gallons per ft. I want to calculate the pressure of the water right before it leaves the pipe 20ft below. The pipe is of 1" diameter. I know from fluid mechanics that pressure=rho*gravity*change in height. Is it important to apply the diameter of the pipe into the calculation or is it negligible?? Thank in advance!
 

Attachments

  • tank.jpg
    tank.jpg
    24.1 KB · Views: 720
Engineering news on Phys.org
Or is the following formula applicable?

Pressure= 14.7psi + [1.96 slug/ft^3*[30*(12)]in*[(32.2)*(12)]in/s^2]
 
You're making it too difficult. The pressure is simply 14.7 psi. Think about what the pressure inside the stream is a fraction of an inch after leaving the pipe. The pressure in the stream a fraction of an inch before leaving the pipe must be the same.

The flow inside the pipe will adjust itself so that the head loss in the pipe equals the pressure at the bottom of the tank.
 
bro I think the formula is applicable indeed, anyway if you want help in such fluid dynamics or static problem visit this webpage it explains it all : http://wwwfiravia.com/mecheng.html
 
Last edited by a moderator:
firavia said:
bro I think the formula is applicable indeed, anyway if you want help in such fluid dynamics or static problem visit this webpage it explains it all : http://wwwfiravia.com/mecheng.html

Nope. It would be appropriate only if the lower end of the pipe were sealed and there were no flow. Because the flow is discharging freely into the atmosphere, the pressure at the bottom of the pipe is 1 atmosphere.
 
Last edited by a moderator:

Similar threads

Replies
6
Views
6K
  • · Replies 7 ·
Replies
7
Views
2K
Replies
50
Views
7K
Replies
4
Views
3K
Replies
2
Views
2K
  • · Replies 14 ·
Replies
14
Views
2K
  • · Replies 26 ·
Replies
26
Views
2K
  • · Replies 8 ·
Replies
8
Views
3K
Replies
1
Views
4K
Replies
5
Views
3K