Hydrostatic Pressure on wall two fluids (Pressure Prism Method)

preview_player
Показать описание
Forces on a submerged surface - Fluid mechanics
Hydrostatic Problem Example

Water and oil layer with different specific gravities and depth layers apply a hydrostatic pressure on a wall.

Find the resultant fluid force acting on the wall using pressure prism method

F = (rho)(g)(h)(A)

SG oil = 0.8 rho water.

Location of resultant force requires using moments after finding forces.
Рекомендации по теме
Комментарии
Автор

Thank you, sir! You explained this concept way better and easier than my prof did.

micahangela
Автор

your voice slowly makes me feel want to sleep-good night

omarbohawiea
Автор

The density of water is 1000 kg/m3, not 1 kg/m3 as stated (same logic goes for the oil). Therefore, its specific weight would be 9.807 kN/m3 [water].

Also, the resultant force on a vertical rectangular plane surface is R = p*A, where p is the AVERAGE pressure, which is ALSO equal to the pressure at the centroid of the plane area. [notice it is calculated to the centroid, not the third from the bottom of the triangle, although the force is located at the third from the bottom of the triangle].

The average pressure would be: p = (1/2)*(p1+p2) = (1/2)*ρ*g*(h1+h2) [ρ*g = specific weight]

Stephanie-sirs
Автор

Thank you very much. I was confused since an hour.

AbhijeetKumar
Автор

Density 1000 for water, it's 1 gm/ cc . And .8 specific gravity.

rudrashishdasgupta
Автор

Do you have to take Atmospheric pressure into account in this question? Or you don't since Patm is applied to both sides?

SkegAudio
Автор

love you bro, you have a nice concept

infocasy
Автор

Thanku... It is very helpful for me...

NishantKJha-qkow
Автор

Sir I have a doubt that why not D1 would be the center of pressure for F1 which is calculated by using formula Icg/A(dbar) + dbar .why you and all are using D1 =dbar .you have requested to please clear my doubt

AMANKUMAR-unpg
Автор

What are you mean by 2m into the page it iseam confused to me I think area 1-should be 1*4 and area 2 is 2*4

fahadreda
Автор

I still can't quite understand why there is a second force (rectangular prism) from the oil. Wasn't the pressure exerted from the oil already accounted for in the first triangular prism. I'm not questioning your answer (i know its right since my textbook says the same), but why is it included in the first place. Thanks.

juni
Автор

Hi @Cowan Academy
Can u please explain why did u take centroid distance rather than centre of pressure distance as the hydrostatic force acts through centre of pressure

abhisekgochhayat
Автор

what if it was a cylindrical tank. which surface are do you use?

jobogutu
Автор

This question came in gate 2023 mechanical paper

BelumCharankumar-reddy
Автор

I didn't understand how that force f2 due to oil came since oil is not present below 1m from top

pappu
Автор

If we are given three fluids then how many forces that we calculate

technicalunikorn
Автор

why don't we take centre of presure position..?

narsinghsv
Автор

is the centroid of every triangle in every pressure prism 2/3?

bahaablast
Автор

The density of water is 1000kg/m^3, not 1kg/m^3. I think you account for this by multiplying by 10^3...but I don't think that is correct.

innitbruv
Автор

Why the 1/2 in calculation of F1 and F2

lyakacatherine