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23 Cards in this Set

  • Front
  • Back

No-Slip Condition

The requirement that at the interface between a fluid and a solid surface, the fluid velocity and surface velocity are equal. Thus if the surface is fixed, the fluid must obey the boundary condition that fluid velocity=0 at the surface.

Boundary Condition

ada

Mass Balance

(rate in)-(rate out) +generation=rate of accumulation =A( dh/dt)

Standard acceleration of gravity

g=9.80665 (m/s^2)

Volumetric flow rate

Q= V*A (m^3/s)

Mass flow rate

mass entering system = mass exiting system

ρ1 A1 v1 = ρ2 A2 v2


mass flow rate in kg/s or lbm/s

Incompressible fluid

ρ1 = ρ2
Volumetric flow rate
Q = A v in m^3/s or ft^3/s

Q1 = Q2

Buoyancy force
FB = γf VD



FB = buoyancy force


γf = specific weight of fluid


VD = volume displaced by an object

Center of Pressure Equation
Fr = Pc A = γ hc A

Yr = Yc + Ixc / (Yc A)

Center of Pressure
Magnitude of resultantforce is equal topressure of centroidof surface x surfacearea



Result force acts at thecentroid of thepressure distribution,NOT centroid ofsurface!

Friction

τ = μ dV/dY

dy=gap


dv= velocity

Absolute Pressure

Pabsolute = Pgage + Patmosphere
Atmospheric Pressure
101 KN/m2 = 14.7 psi
Density
ρ = mass / unit volume (kg/m3, slugs/ft3)



ρwater = 1000 kg/m3 = 1.94 slugs/ft3

Specific weight
γ = weight / unit volume (N/m3, lb/ft3)



γwater = 9810 N/m3 = 62.4 lb/ft3

Specific Gravity
ρfluid / ρwater = γ fluid / γ water

Force on Submerged Surface

∫p*dA



∫((ρ*g*h)/gc)*dA




Horizontal Force:


∫((ρ*g*h)/gc )*dydz




Vertical Force:


∫((ρ*g*h)/gc)*dxdz)




Width= dz







Volume Balance

h*π*(D^2)=π*d^2*(∆L)

Mass Balance

∫accumulation=∫A dh/dt

Gage Pressure

Pressure absolute-pressure atmosphere

Vacuum Pressure

Pressure atmosphere - P absolute

Variation of Pressure with Depth

∆P=-ρg∆z