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Fluids
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Fg=
pVg (mg)
specific gravity=
p/1.00
pressure=
Force/area
Absolute (hydraulic pressure)=
P0+pgz
where p=density of fluid P0= initial pressure and z= depth of object
Gauge pressure=
P-Patm= P0+pgz- Patm
sea level pressure
1.013 × 10^5 Pa
Pascal’s Principle
P1=P2
F1A2=F2A1
V=
A1d1=A2d2
Work=
F1d1=PressureV=F2d2
Fbuoy
=pfluid*Vfluiddisplaced*g=pfluid*Vdispersed*g
Laminer flow
smooth and orderly

tubular flow
disordered and chaotic
Flow rate=
pi*r^4*change in pressure/(8*viscosity*length of pipe)
Vc (critical speed of turbulent fluid)
NRViscosity/density*diameter
Flow rate
INDEPENDENT of cross sectional area in a CLOSED SYSTEM
Linear speed
V1A1=V2A2
(conservation of mass)
Bernoulli’s Equation
P1+1/2pv1²+pgh1=P2+1/2pv2²+pgh2
static pressure and dynamic pressure will be constat
Circulatory system
closed system with non constant flow
arterial circulation moved by heart
venous circulation (3x volume) moved by skeletal musculature
Air at alveoli has
zero speed
Blood volume entering heart
equals volume exiting heart in one syclke