Fluids Flashcards

1
Q

Weight of a certain volume

A

rho(V)(g)

density x volume x gravity

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2
Q

specific gravity

A

SG= density / density of water (1kg/m3)

sink or float

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3
Q

standard pressure

A

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

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4
Q

When two pressures acting on an object

A
Fnet = Pnet x A
Fnet = (P inside - Poutside)A
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5
Q

atmospheric pressure and BP

A

inc Patm
dec hemoglobin affinity
inc boiling point (pressure above liquid inc)

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6
Q

absolute hydrostatic pressure

A

P = Po - rho (g)(z)

Po= pressure at surface 
rho = density of 
g = gravity
z = depth of object
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7
Q

Gauge pressure

A

Pgauge = P - Patm
when Patm = Po, then Pgauge = rho (g)(z)

P = Po - rho (g)(z)

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8
Q

pascal’s principle

A

Hydraulic lift

P = F1/A1 = F2/A2

volume displaced at piston 1 = volume displaced at 2
V = A1D1 = A2D2

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9
Q

Work in hydrostatics

A

Basically pascals principle?

result of constant pressure and change in volume
W= deltaP x V =

W = F1 A1 (D1/A1) 
W = F1D1
W = F2D2
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10
Q

Archimedes Principle

A

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)

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11
Q

Surface tension

A

caused by cohesion (liquid-liquid)

Ts =

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12
Q

Adhesion

A

Caused by liquid-other

cause of meniscus and water droplets
concave- open top (adhesive > cohesive)
convex- open bottom (cohesive>adhesive)

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13
Q

viscosity

A

nonconservative force

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14
Q

Laminar flow

A

smooth, orderly flow

layers of fluid flow parallel- outer layer close to wall = slow

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15
Q

Poiseulle Law

A

Rate of flow given by
Q = (pi)(r^4)(delta P) / 8nL

r= radius
n= viscosity
L= length
delta p = pressure gradient

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16
Q

Suppose flow rate 100 cm3/s

    • double L?
    • double n?
    • double pressure?
    • double radius?
A

Q = (pi)(r^4)(delta P) / 8nL

    • 50
    • 50
    • 200
    • 1600
17
Q

Venturi effect

A

narrow pipe = greater linear speed of water = less static pressure on walls

18
Q

Turbulent flow

A

disorderly flow, causes eddies
can happen above fluid’s critical speed

critical speed =

19
Q

Flow rate constant in closed systems

continuity equation

A

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

20
Q

Bernoulli’s Equation

A

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