Title | Equation Sheet for Exam 1 |
---|---|
Author | Theodore Shieff |
Course | Fluid Mechanics |
Institution | The University of Texas at San Antonio |
Pages | 1 |
File Size | 88.9 KB |
File Type | |
Total Downloads | 56 |
Total Views | 162 |
Download Equation Sheet for Exam 1 PDF
Equation Sheet for Exam #1 Specific weight: 𝛾 = 𝜌𝑔. Specific gravity 𝑆𝐺 = Kinematic viscosity: 𝜈 =
𝜇 𝜌
𝜌 𝜌𝐻2 𝑂@4𝑜𝐶
.
(𝜇 is dynamic viscosity).
Ideal gas law: 𝑝 = 𝜌𝑅𝑇 Shear force on a surface A of unidirectional flows of u=u(y):𝐹 = 𝜏𝐴 ; shear stress 𝜏 = 𝜇 Bulk modulus: 𝐸𝑣 = −
𝑑𝑝 𝑑𝑣 𝑣
=
𝑑𝑢 𝑑𝑦
𝑑𝑝 𝑑𝜌 𝜌
Speed of sound in an ideal gas:c = √kRT 4𝜎
2𝜎
Surface tension: ∆𝑝𝑏𝑢𝑏𝑏𝑙𝑒 = 𝑅 , ∆𝑝𝑑𝑟𝑜𝑝𝑙𝑒𝑡 = 𝑅 ; Capillary rise: ℎ = length of an solid object in contact with a liquid surface) Pressure gradient:
𝑑𝑃 𝑑𝑧
2𝜎 𝑐𝑜𝑠𝜃 𝛾𝑅
. 𝐹 = 𝜎𝐿 (L is the
= −𝜌𝑔 (assuming g is in the opposite of +z direction)
Pressure variation in a stationary incompressible fluid: pdown = pup + 𝛾|Δ𝑧|. Hydrostatic force on a plane surface: FR = PC A; yR = yC +
γIxc sin θ PC A
. ; xR = xC +
If patm is applied on both sides of the plane, FR = γ hC A, yR = yc +
Ixc , yC A
γIxyc sin θ
xR = xc +
PC A Ixyc yC A
Unit Conversion 1 m = 3.28 ft; 1 ft = 12 in; 1 in = 0.0254 m or 2.53 cm , 1 liter = 10-3m3; 1 gallon = 0.1337 ft3; 1 Pstd = 14.686 psia = 101.3 kPa, 1 psi = 1 lbf/in2 = 144 lbf/ft2 = 144 psf = 6.894 kPa 1 lbf = 4.4482 N ; 1 lbm = 0.45359 kg, g=9.81 m/s2=32.2 ft/s2 Fluid Properties (at 20C and 1 atm) 1000kg/m3
Water ρ = = 1.94 slug/ft3 , γ = 62.43 lb/ft 3 μ = 10−3kg/(m. s). Air ρ = 1.22 kg/m3, μ = 1.8 × 10−5 kg/(m. s). Air gas constant R=287J/(kg.K)....