Hydraulic lifting force of this arrangement of pipes

In summary, In figure 1 if the LHS moves down x, it displaces volume xA1. So that much fluid flows to the right. How much will the RHS rise? Since the work done must be the same each side, how high does the RHS rise?
  • #1
ucody0911
21
2
Homework Statement
hydraulic lifting
Relevant Equations
pascal
Hello All, :)

Please see the picture , input force F1 and area A1 and second area A2 are all same for 3 cases .
in case 2 and 3 , red open outline represents a free-to-move , ie , "T" piece move upward
for the 1st case , output force F2 should be F2=A2/A1 x F1 , by pascal's principle ,
what about output forces of F3 and F4 ? can be same as F2 ? how i calculate them ?

thanks
 

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  • #2
For F3 and F4, one must include the force downward on the red outline in the diagrams that have regions of fluid above the red parts.
 
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  • #3
Work in = Work out
Force in x Delta height in = Force out x Delta height out

Piston diameter x Delta height = Displaced volume

Displaced volume in = Displaced volume out
Piston diameter in x Delta height in = Piston diameter out x Delta height out

Note that the top volume of the T shape does not change as the machine operates.
 
  • #4
T piece is just hollow piston , therefore hydraulic pushing force exerted on upper side of T piston which has top area of A2
 
  • #5
ucody0911 said:
T piece is just hollow piston , therefore hydraulic pushing force exerted on upper side of T piston which has top area of A2
And a bottom area nearly as great.
 
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  • #6
ucody0911 said:
T piece is just hollow piston , therefore hydraulic pushing force exerted on upper side of T piston which has top area of A2
Correct.
But that hydraulic pushing force exerted on upper side of hollow T piston, which has top area of A2, can't do any work.
The T-shaped piston is a single piece which surfaces can't move respect to each other (just like it happens to a pressurized gas tank).
The sliding telescopic portion, which cross section has a smaller area than the top surface A2, can move and do the lifting work.
 
  • #7
so then what is the amount of force F2 and F3 ?
 
  • #8
ucody0911 said:
so then what is the amount of force F2 and F3 ?
Post #3 gives you the easy way to solve these.
Consider how much the right hand top surface rises for a given depression of the left hand top surface.
 
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  • #9
consider , left side depression and right side rises are same for all 3 cases , and A2/A1 = 4 , F1 =100 N
then F2 will be 400 N for 1 st case .
F3 and F4 will same as 400 N ?
 
  • #10
ucody0911 said:
left side depression and right side rises are same for all 3 cases
No.
If LHS goes down x, what volume flows across to the RHS?
If RHS goes up y, what extra volume is there on the RHS in each case?
 
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  • #11
haruspex said:
No.
If LHS goes down x, what volume flows across to the RHS?
If RHS goes up y, what extra volume is there on the RHS in each case?
of course , RHS upwards forces depends volume flows and LHS depressions
i just wanted clarify that those F2 , F3 and F4 forces are equal like hydrostatic forces of previous talked subject .
Replied as all 3 hydrostatic forces are equal,
now here in this case , downward hydrostatic pressure replaced by upward hydraulic pressure , same in principal , therefore i thought that F2, F3 , F4 are equal,
if not equal , why ?
 

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  • #12
ucody0911 said:
if not equal , why ?
For the same reason that F1 and F2 are not equal. The hydrostatic pressures are equal there, but the forces are different because the pressure acts over different areas.

To avoid the complication introduced by the varying cross sections on the right hand sides, the easiest way is to think about work done when there is a small vertical displacement. In figure 1, if the LHS moves down x, it displaces volume xA1. So that much fluid flows to the right. How much will the RHS rise? Since the work done must be the same each side, how high does the RHS rise?

Apply the same analysis to the other diagrams.
 

1. What is the hydraulic lifting force of this arrangement of pipes?

The hydraulic lifting force of an arrangement of pipes is the force exerted on the pipes by a fluid, such as water or oil, that is being pumped through them. It is typically measured in units of pressure, such as pounds per square inch (psi) or newtons per square meter (N/m^2).

2. How is the hydraulic lifting force calculated?

The hydraulic lifting force is calculated using the formula F = PA, where F is the force, P is the pressure, and A is the cross-sectional area of the pipe. The pressure is typically measured at the inlet of the pipe, and the cross-sectional area is the area of the pipe's opening.

3. What factors affect the hydraulic lifting force?

The hydraulic lifting force is affected by several factors, including the pressure of the fluid, the cross-sectional area of the pipe, the viscosity of the fluid, and the angle of the pipe with respect to the ground. Other factors, such as the length and material of the pipe, can also have an impact on the lifting force.

4. How does the arrangement of pipes affect the hydraulic lifting force?

The arrangement of pipes can have a significant impact on the hydraulic lifting force. For example, if the pipes are arranged in a series, the pressure and lifting force will decrease as the fluid flows through each pipe. On the other hand, if the pipes are arranged in parallel, the pressure and lifting force will be the same for each pipe.

5. Can the hydraulic lifting force be increased?

Yes, the hydraulic lifting force can be increased by increasing the pressure of the fluid, using a larger cross-sectional area for the pipes, or changing the angle of the pipes to be more perpendicular to the ground. Additionally, using a more viscous fluid or arranging the pipes in a series can also increase the lifting force.

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