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Fluids & elasticity

Fluids & elasticity lab

Pressure and Pascal's law, why things float, water speeding up in a narrow pipe, the jet from a hole in a tank, a ball sinking in honey, a liquid climbing a thin tube, and a wire stretching under a load. Change a number and watch it respond; the worked explanation below does the same sums with your values.

t = 0.00 s

Graph

Graph

The physics behind it
Formulas used in this lab

Pressure in fluids Class 9 & 11

Pressure
P = F/A (pascal, 1 Pa = 1 N/m2); 1 atm = 101 325 Pa = 760 mm Hg
Pressure at depth h
P = P0 + ρgh; gauge pressure = ρgh
Barometer
Patm = ρgh: 0.76 m of mercury or 10.3 m of water
Pascal's law
pressure applied to an enclosed fluid is transmitted undiminished; F2/A2 = F1/A1
Hydraulic press
F2 = F1A2/A1, d2 = d1A1/A2 (work F1d1 = F2d2)
Atmosphere
P falls roughly exponentially with height, about half at 5.8 km

Buoyancy Class 9 & 11

Archimedes' principle
B = weight of the fluid displaced = ρfVsubg
Floating
ρbody < ρf: Vsub/V = ρbody/ρf
Apparent weight
Wapp = W − B = (ρ − ρf)Vg when fully immersed
Relative density
ρ/ρwater = weight in air/(weight in air − weight in water)

Fluid flow Class 11

Equation of continuity
A1v1 = A2v2 = Q (volume flow rate)
Bernoulli's equation
P + ½ρv2 + ρgz = constant along a streamline
Venturi meter
v1 = A2√(2gΔh/(A12 − A22)) for a horizontal pipe
Torricelli's theorem
v = √(2gh) for a hole at depth h; range R = 2√(h y), greatest R = H when y = H/2
Draining time
t = (A/a)√(2h0/g) for the level to fall from h0 to the hole
Conditions
steady, non-viscous, incompressible flow along a streamline

Viscosity Class 11

Viscous force between layers
F = ηA (dv/dx); unit Pa·s (poiseuille)
Stokes' law
F = 6πηrv for a sphere moving slowly through a fluid
Terminal speed
vt = 2r2(ρ − σ)g/9η (ρ ball, σ liquid)
Poiseuille's formula
Q = πΔPr4/8ηL; fluid resistance 8ηL/πr4
Reynolds number
Re = ρvd/η; the flow is laminar below about 1000 in a pipe (Stokes' law needs Re < 1)

Surface tension Class 11

Definition
T = F/l (force per unit length) = W/ΔA (energy per unit area); unit N/m
Capillary rise
h = 2T cosθ/ρgr (negative for θ > 90°)
Excess pressure
drop: 2T/r; soap bubble (two surfaces): 4T/r; air bubble in a liquid: 2T/r
Soap film on a wire
F = 2Tl; work to stretch W = 2Tlx = TΔA
Surface energy
drop: 4πr2T; two drops joining into one release TΔA

Elasticity Class 11

Stress and strain
stress = F/A; strain = ΔL/L (longitudinal)
Hooke's law and Young's modulus
Y = stress/strain = FL/AΔL; ΔL = FL/AY
Elastic energy
U = ½FΔL = ½ × stress × strain × volume
Bulk modulus
B = −ΔP/(ΔV/V); compressibility = 1/B
Shear modulus
η = shearing stress/shearing strain = F/(Aθ)
Stress–strain curve
proportional limit, elastic limit, yield point, ultimate stress, fracture point