Pressure difference in a bucket sitting in an elevator

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SUMMARY

The pressure difference in a bucket filled with an incompressible fluid of density ρ, when the elevator accelerates downwards, is calculated using the formula ΔP = ρΔh(g - a). This equation accounts for the effective gravitational force acting on the fluid, where g represents the acceleration due to gravity and a represents the downward acceleration of the elevator. The analysis confirms that the pressure difference is directly influenced by the vertical distance Δh between two points in the fluid.

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mikezietz
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if a bucket is on an elevator floor in a inconpressible fluid of density p. When the elevator is accelerating downards, what is the pressure difference between two points in a fluid, separated by a vertical distance of delta h.

I was thinking that it is p (g - a) delta h, since it should be taking away from g, but could it be g + a, or could the whole equation be pa delta h, p g delta h, or p g a delta h, because of the inconpressiblity and/or the possiblity of the pressure being the same, can i have some hints on this please, thanks.
 
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It is [tex]\rho (g-a) \delta h[/tex] after taking incompressibility into account.
So, needs no change.


spacetime
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mikezietz said:
if a bucket is on an elevator floor in a inconpressible fluid of density p. When the elevator is accelerating downards, what is the pressure difference between two points in a fluid, separated by a vertical distance of delta h.

I was thinking that it is p (g - a) delta h, since it should be taking away from g, but could it be g + a, or could the whole equation be pa delta h, p g delta h, or p g a delta h, because of the inconpressiblity and/or the possiblity of the pressure being the same, can i have some hints on this please, thanks.
Think of the bucket of water in terms of three layers of water - just masses sitting on top of each other. The weight of the lowest mass is [itex]m_1g = \rho h_1Ag[/itex], the second is [itex]m_2g = \rho \triangle hAg[/itex] and the uppermost is [itex]m_3g = \rho h_3 Ag[/itex] where A is the area of the bucket (assume the bucket has vertical sides).

When the bucket is at rest, the top layer (m3) is exerting an downward force Fdn3 of m3g on m2.

At rest:

[tex]m_3g - F_{dn3} = m_3a = 0[/tex]

When the bucket falls with acceleration a,

[tex]m_3g - F_{dn3} = m_3a[/tex]
[tex]m_3(g - a) = F_{dn3}[/tex]

Since [itex]m_3 = \rho h_3 A[/itex], the pressure (divide force by A) is: [itex]P = \rho h_3(g - a)[/itex]

Do a similar analysis of the pressure on the bottom layer and you will see that the pressure difference is
[itex]\triangle P = \rho \triangle h (g-a)[/itex]

AM
 

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