4. Fluids Flashcards
Pascal’s principle
any EXTERNAL pressure on a liquid is distributed throughout liq equally; input pressure = output pressure
Pressure formula, what are units of Pa? Is it a vector or scalar?
Force/Area (formula reflects Pascal’s principle); Pa = N/m^2. Scalar
Also: V = A1d1 = A2d2, where d=displacement
And: W = F1d1 = F2d2
External pressure vs internal pressure formula
P_in = P_out vs P = rhoheightgravity
Density of water. How to find specific gravity and what does it tell you?
1000 kg/m^3 = 1 g/cm^3
1000 L in 1m^3
Rho of substance/rho of water
SG is like a percentage (ex: density of ice = 0.92 g/cm^3, hence its SG = 0.92 —> 92% of ice is under water, while 8% is floating up top. SG<1 —> float in water , SG>1 —> sink in water, SG=1 —> fully submerged but not sink
Conversion b/w atm, Pa and mmHg
1 atm = 101,325 Pa = 760 mmHg
Bernouilli’s eqn
W + PE + KE for in = W + PE + KE out
replace work w/ press. and mass of PE/KE w/ rho
Flux aka flow rate formula
Q = vol in/t
Continuity aka volumetric flow rate eqn. How does Q apply to closed systems?
Q = Ainvin=Aoutvout
Q=flow rate
A=cross sect area (A = r^2)
v=linear speed, vel
Fluids flow faster in tighter passages and flow slower in wider passages. Flow rate = constant in closed system and independent of changes in cross sectional areas
Know Poiseulle’s Law formula
Flow rate aka flux = Vol/t = (deltaPpiR^4)/(8etaL)
Bernoulli vs Poiseulle
when vel inc –> pressure fluid exerts on walls dec => Venturi effect; Bernoulli = typical for incompressible fluids vs flow rate Q = directly related to pressure differential (P1-P2) Poiseulle = typical for viscous fluids
Venturi effect
constriction in pipe results in faster fluid vel and lower pressure
Higher viscosity coeff means? Know coeffs of water @ 0 and 20 degrees C vs air
higher viscosity; 1.8 mPa*s aka 1.8 cP, 1 cP vs 0.018 cP
mPa*s to cP conversion (units of eta)
1 mPa*s = 1 cP
Know how to find viscous force
Fv = eta*A*(v/d) d = depth of fluid, v = vel of fluid, A = area of surface in contact w/ fluid
Static fluid pressure vs absolute/hydrostatic pressure vs gauge pressure vs incident/ambient pressure
P=rhogh vs P = P_0 + rhogh, total pressure exerted on object submerged in fluid, absolute pressure depends on density of fluid and not object’s, P_0 = ambient/incident pressure vs Pgauge = P-Patm, diff b/w absolute pressure inside and atm pressure outside (ex: diff b/w absolute pressure inside tires and atm pressure on tires), gauge pressure depends on density of fluid and not object’s vs pressure at the surface (I guess you can assume pressure @ surface = atmospheric pressure unless otherwise)