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Working Under Pressure?
An Examination of a Two Phase System
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Agenda Introduction/Theory - Arbab Khan
Problem Statement - Jeremy Jones Solution Procedure - Alex Ibañez Results/Applications - Steve Merchant
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Hydrostatics Hydrostatics is the study of motionless fluid.
Important parameters: - Density Geometry Pressure P2 - P1 = rgh
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Pressure Versus Depth P0 P1
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Initial Setup An open tank contains water and an immiscible oil.
The oil has a specific gravity of 0.92. The density of water is given as rH20 = 62.4 lbm / ft3.
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Initial Setup D d1 = 8 ft ; d2 = 5 ft Gradient of pressure: P = rg
Law of hydrostatics for an incompressible fluid: Pb = Pa + rgh D
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Where Do We Start? = r(gx i + gy j + gz k) dP dx i + dy j dz k
For this situation: dP dx dz = and: gx = gz = 0 Separate/Integrate: dP dy = rg
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Final Equation dP = rg dy Pb – Pa = rg(yb – ya) Pb = Pa + rg(yb – ya)
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Physical Description
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Calculations roil = (s.g. oil)(rwater) = (.92)(62.4 lbm/ft3)
roil = 57.4 lbm/ft3 (roil)(g) = 57.4 lbf/ft3 Pinterface = 14.7 lbf lbf (8 ft – 0 ft) (1 ft2) in2 ft3 (144 in2) = 17.9 lbf Pbottom = 17.9 lbf lbf (13 ft – 8 ft) (1 ft2) (144 in2) in2 ft3 = 20.1 lbf
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Solutions Pinterface = 17.9 lbf in2 Pbottom = 20.1 lbf *
We cannot use the hydrostatic equation to solve directly for the pressure at the bottom of the tank because the density changes in the tank at the interface.
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Other Situations Compare to Oil/Water Pbottom = 20.1 lbf in2
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Situations Involving the Hydrostatic Equation
Useful Applications Situations Involving the Hydrostatic Equation
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Open-tube Manometer Atmospheric pressure Po P (measured pressure) h
P = Po + (rgh) Atmospheric pressure
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Mercury Barometer Po = 0 P = Po + (rgh) r = 13.6 E3 kg/m3 76 cm
g = 9.80 m/s2 P = 1 atm h = .760 m Mercury
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What We Have Learned Derivation of the Basic Hydrostatic Equation
Use of Basic Hydrostatic Equation to find pressure at interface Other applications of Basic Hydrostatic Equation
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