Fluids Flashcards
Weight of a certain volume
rho(V)(g)
density x volume x gravity
specific gravity
SG= density / density of water (1kg/m3)
sink or float
standard pressure
1atm = 760 mmHg = 760 torr = 1.013 x 10^5 Pa
pressure = Force/area
1 Pa= 1 N/ m^2
1 N= kg m/ s^2
When two pressures acting on an object
Fnet = Pnet x A Fnet = (P inside - Poutside)A
atmospheric pressure and BP
inc Patm
dec hemoglobin affinity
inc boiling point (pressure above liquid inc)
absolute hydrostatic pressure
P = Po - rho (g)(z)
Po= pressure at surface rho = density of g = gravity z = depth of object
Gauge pressure
Pgauge = P - Patm
when Patm = Po, then Pgauge = rho (g)(z)
P = Po - rho (g)(z)
pascal’s principle
Hydraulic lift
P = F1/A1 = F2/A2
volume displaced at piston 1 = volume displaced at 2
V = A1D1 = A2D2
Work in hydrostatics
Basically pascals principle?
result of constant pressure and change in volume
W= deltaP x V =
W = F1 A1 (D1/A1) W = F1D1 W = F2D2
Archimedes Principle
buoyant force is = weight of displaced fluid
Fbuoy = (pfluid)(Vfluiddisp)(g) Fbuoy = (pfluid)(Vobjsub)(g)
Fbuoy = weight of the block if it be floating
weight of an object = density x volume x gravity
= (p)(V)(g)
Surface tension
caused by cohesion (liquid-liquid)
Ts =
Adhesion
Caused by liquid-other
cause of meniscus and water droplets
concave- open top (adhesive > cohesive)
convex- open bottom (cohesive>adhesive)
viscosity
nonconservative force
Laminar flow
smooth, orderly flow
layers of fluid flow parallel- outer layer close to wall = slow
Poiseulle Law
Rate of flow given by
Q = (pi)(r^4)(delta P) / 8nL
r= radius
n= viscosity
L= length
delta p = pressure gradient
Suppose flow rate 100 cm3/s
- double L?
- double n?
- double pressure?
- double radius?
Q = (pi)(r^4)(delta P) / 8nL
- 50
- 50
- 200
- 1600
Venturi effect
narrow pipe = greater linear speed of water = less static pressure on walls
Turbulent flow
disorderly flow, causes eddies
can happen above fluid’s critical speed
critical speed =
Flow rate constant in closed systems
continuity equation
Q = v1A1 = v2A2
linear speeds v1 & v2 vary- flow quick thru narrow and slow at wide parts
conservation of mass of fluids
keeps overall Q the same
Bernoulli’s Equation
conservation of energy in closed system
ie- less movement = more static pressure = more energy
P1 + 1/2(p1)(v^2)1 + (p)(g)(h1) = P2 + 1/2(p2)(v^2)2 + (p)(g)(h2)
P1 = absolute pressure at point 1 p1 = density at point 1 v1 = linear speed at point 1 h1 = height at point 1
sums dynamic 1/2(p1)(v^2)1
and static P1 & (p)(g)(h1)
pressures