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Data and Formulae for Mechanical Engineering Students
Department of Mechanical Engineering, Imperial College London
September 2009
Contents
A General information 1
B Mathematics and computing 5B.1 Algebra . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
B.1.1 Logarithms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5B.1.2 Quadratic equations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5B.1.3 Determinants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5B.1.4 Vector algebra . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6B.1.5 Series . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6B.1.6 Trigonometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7B.1.7 Geometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8B.1.8 Analytic geometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9B.1.9 Solid geometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10B.1.10 Differential calculus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10B.1.11 Standard Differentials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11B.1.12 Differential equations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
B.2 Integral calculus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12B.3 Laplace transforms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14B.4 Numerical analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
B.4.1 Approximate solution of an algebraic equation . . . . . . . . . . . . . . . 15B.4.2 Numerical integration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15B.4.3 Richardson’s error estimation formula for use with Simpson’s rule . . . . . 16B.4.4 Fourier series . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
B.5 Statistics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17B.6 Probabilities for events . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
B.6.1 Distribution, expectation and variance . . . . . . . . . . . . . . . . . . . . 17B.6.2 Probability distributions for a continuous random variable . . . . . . . . . 18B.6.3 Discrete probability distributions . . . . . . . . . . . . . . . . . . . . . . . 18B.6.4 Continuous probability distributions . . . . . . . . . . . . . . . . . . . . . . 19B.6.5 System reliability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
B.7 Bias, standard error and mean square error . . . . . . . . . . . . . . . . . . . . . 19B.7.1 Central limit property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19B.7.2 Confidence intervals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
C Mechatronics and control 21C.1 Charge, current, voltage and power . . . . . . . . . . . . . . . . . . . . . . . . . . 21C.2 Networks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22C.3 Transients . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
i
CONTENTS
C.4 AC networks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23C.4.1 Average and root mean square values . . . . . . . . . . . . . . . . . . . . 23C.4.2 Phasors and complex impedance . . . . . . . . . . . . . . . . . . . . . . . 24C.4.3 Balanced 3 phase a.c supply . . . . . . . . . . . . . . . . . . . . . . . . . 24C.4.4 Electromagnetism . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24C.4.5 DC machines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25C.4.6 Transformers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
C.5 Communications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26C.6 Step function response and frequency response . . . . . . . . . . . . . . . . . . 26
C.6.1 First-order systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26C.6.2 Second-order systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
C.7 Operational amplifier stages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
D Solid Mechanics 33D.1 Mechanics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
D.1.1 Square screw threads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33D.1.2 Flat clutches . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33D.1.3 Kinematics of particle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33D.1.4 Mass flow problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34D.1.5 Kinematics of rigid bodies with sliding contacts . . . . . . . . . . . . . . . 34D.1.6 Mass moments of inertia . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
D.2 Stress analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35D.2.1 Elastic constants of materials . . . . . . . . . . . . . . . . . . . . . . . . . 35D.2.2 Beam theory . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35D.2.3 Elastic torsion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38D.2.4 Thin walled pressure vessels . . . . . . . . . . . . . . . . . . . . . . . . . 39
D.3 Two-dimensional stress transformation . . . . . . . . . . . . . . . . . . . . . . . . 39D.4 Yield criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40D.5 Two-dimensional strain transformation . . . . . . . . . . . . . . . . . . . . . . . . 40D.6 Elastic stress-strain relationships . . . . . . . . . . . . . . . . . . . . . . . . . . . 40D.7 Thick-walled cylinders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
E Thermofluids 43E.1 Cross-references to table numbers . . . . . . . . . . . . . . . . . . . . . . . . . . 43E.2 Dimensionless groups . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44E.3 Heat transfer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45E.4 Continuity and equation of motion . . . . . . . . . . . . . . . . . . . . . . . . . . 46
E.4.1 Cylindrical polar coordinates . . . . . . . . . . . . . . . . . . . . . . . . . 46E.4.2 Rectangular Cartesian coordinates . . . . . . . . . . . . . . . . . . . . . . 46E.4.3 Vector form . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
E.5 Equations for compressible flows . . . . . . . . . . . . . . . . . . . . . . . . . . . 47E.6 Friction factor for flow in circular pipes (Moody diagram) . . . . . . . . . . . . . . 48E.7 Perfect gases . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50E.8 Heating (or calorific) values of fuels . . . . . . . . . . . . . . . . . . . . . . . . . . 54E.9 Properties of R134a refrigerant . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55E.10 Transport properties of air, water and steam . . . . . . . . . . . . . . . . . . . . . 62E.11 Approximate physical properties . . . . . . . . . . . . . . . . . . . . . . . . . . . 65E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation) . . . 67
Page ii Mechanical Engineering Data & Formulae
LIST OF TABLES
List of Tables
A.1 SI Units and abbreviations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1A.2 Conversion factors from Imperial to SI units . . . . . . . . . . . . . . . . . . . . . 2A.3 Decimal prefixes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3A.4 Physical constants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3B.1 Some indefinite integrals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13B.2 Some definite integrals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13B.3 Standard normal table: values of pdf φ(y) = f (y) and cdf Φ(y) = F (y). . . . . . . 20B.4 Student t table: values tm,p of x for which P (|X | > x) = p, when X is tm. . . . . . 20C.1 Colour codes for resistors etc. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21C.2 Standard values for components . . . . . . . . . . . . . . . . . . . . . . . . . . . 22C.3 Operational amplifier signal processing stages . . . . . . . . . . . . . . . . . . . 31D.1 Second moments of area for simple cross-sections . . . . . . . . . . . . . . . . . 36D.2 Beams bent about principal axis . . . . . . . . . . . . . . . . . . . . . . . . . . . 37D.3 Torsion of solid non-circular sections . . . . . . . . . . . . . . . . . . . . . . . . . 38E.1 Dimensionless groups for Thermofluids . . . . . . . . . . . . . . . . . . . . . . . 44E.2 Empirical correlations for forced convection . . . . . . . . . . . . . . . . . . . . . 45E.3 Perfect gases (ideal gases with constant specific heats) . . . . . . . . . . . . . . 50E.4 Isentropic compressible flow functions for perfect gas with γ = 1.40 . . . . . . . . 51E.5 Ideal (semi-perfect) gas specific enthalpy h (kJ kg−1, 25 C datum) . . . . . . . . 52E.6 Molar Enthalpy of Formation h0
f (kJ kmol−1 at 25 C and 1 atmosphere) as gas orvapour (g), except where indicated as solid (s) or liquid (l). . . . . . . . . . . . . . 53
E.7 Ideal gas molar enthalpy h (kJ kmol−1, 25 C datum) . . . . . . . . . . . . . . . . 53E.8 Heating (or calorific) values of gas fuels at 25 C. . . . . . . . . . . . . . . . . . . 54E.9 Heating (or calorific) values of liquid fuels at 25 C. . . . . . . . . . . . . . . . . . 54E.10 Saturated Refrigerant 134a — Temperature (−60C to critical point) . . . . . . . 56E.11 Saturated Refrigerant 134a — Pressure (0.2 bar to critical point) . . . . . . . . . 57E.12 Superheated Refrigerant 134a (0.2 bar to 1 bar) . . . . . . . . . . . . . . . . . . 58E.13 Superheated Refrigerant 134a (1.5 bar to 4 bar) . . . . . . . . . . . . . . . . . . 59E.14 Superheated Refrigerant 134a (5 bar to 12 bar) . . . . . . . . . . . . . . . . . . . 60E.15 Superheated Refrigerant 134a (16 bar to 30 bar) . . . . . . . . . . . . . . . . . . 61E.16 Transport properties of dry air at atmospheric pressure . . . . . . . . . . . . . . . 63E.17 Transport properties of saturated water and steam . . . . . . . . . . . . . . . . . 64E.18 Approximate physical properties at 20 C, 1 bar. . . . . . . . . . . . . . . . . . . . 65E.19 Saturated water and steam — Temperature (triple point to 100 C) . . . . . . . . 68E.20 Saturated water and steam — Pressure (triple point to 2 bar) . . . . . . . . . . . 69E.21 Saturated water and steam — Pressure (triple point to 2 bar) . . . . . . . . . . . 70E.22 Saturated water and steam — Pressure (triple point to 2 bar) . . . . . . . . . . . 71E.23 Subcooled water and Superheated Steam (triple point to 0.1 bar) . . . . . . . . . 72E.24 Subcooled water and Superheated Steam (0.1 bar to 1 atmosphere) . . . . . . . 73E.25 Subcooled water and Superheated Steam (2 bar to 8 bar) . . . . . . . . . . . . . 74E.26 Subcooled water and Superheated Steam (10 bar to 40 bar) . . . . . . . . . . . 75E.27 Subcooled water and Superheated Steam (50 bar to 80 bar) . . . . . . . . . . . 76E.28 Subcooled water and Superheated Steam (90 bar to 140 bar) . . . . . . . . . . . 77E.29 Subcooled water and Superheated Steam (160 bar to 220 bar) . . . . . . . . . . 78E.30 Supercritical steam (250 bar to 500 bar) . . . . . . . . . . . . . . . . . . . . . . . 79E.31 Supercritical steam (600 bar to 1000 bar) . . . . . . . . . . . . . . . . . . . . . . 80
Mechanical Engineering Data & Formulae Page iii
LIST OF FIGURES
List of Figures
C.1 Step response of a first-order low pass filter . . . . . . . . . . . . . . . . . . . . . 27C.2 Bode plot for first-order low and high pass filters . . . . . . . . . . . . . . . . . . 28C.3 Step response of a second-order low pass filter . . . . . . . . . . . . . . . . . . . 29C.4 Bode plot for a second-order low pass filter . . . . . . . . . . . . . . . . . . . . . 30E.1 Moody Diagram . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49E.2 Psychrometric Chart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66
Page iv Mechanical Engineering Data & Formulae
A General information
A General information
Table A.1: SI Units and abbreviations
Quantity Unit Unit symbol
Basic unitsLength metre mMass kilogram kgTime second sElectric current ampere AThermodynamic temperature kelvin KLuminous intensity candela cd
Derived unitsAcceleration, linear metre/second2 m s−2
Acceleration, angular radian/second2 rad s−2
Area metre2 m2
Density kilogram/metre3 kg m−3
Force newton N (= kg m s−2)Frequency hertz (Hz = s−1)Impulse, linear newton-second N sImpulse, angular newton-metre-second N m sMoment of force newton-metre N mSecond moment of area metre4 m4
Moment of inertia kilogram-metre2 kg m2
Momentum, linear kilogram-metre/second kg m s−1
Momentum, angular kilogram-metre2/second kg m2 s−1
Power watt W (= J s−1 = N m s−1
Pressure, stress pascal Pa (= N m−2)Stiffness (linear), spring constant newton/metre N m−1
Velocity, linear metre/second m s−1
Velocity, angular radian/second rad s−1
Volume metre3 m3
Work, energy joule J (= N m)
Electrical unitsPotential volt V (= W A−1)Resistance ohm Ω (= V A−1)Charge coulomb C (= A s)Capacitance farad F (= A s V−1)Electric field strength volt/metre V m−1
Electric flux density coulomb/metre2 C m−2
Magnetic unitsMagnetic flux weber Wb (= V s)Inductance henry H (= V s A−1)Magnetic field strength — A m−1
Magnetic flux density — Wb m−2
Mechanical Engineering Data & Formulae Page 1
A General information
Table A.2: Conversion factors from Imperial to SI units
To convert from to multiply by
Acceleration foot/second2 (ft/sec2) metre/second2 (m s−2) 0.3048inch/second2 (in/sec2) metre/second2 (m s−2) 0.0254
Area foot2 (ft2) metre2 (m2) 0.092903inch2 (in.2) metre2 (m2) 6.4516 × 10−4
Density pound mass/inch3(
lbm/in3)
kilogram/metre3 (kg m−3) 2.7680 × 104
pound mass/foot3(
lbm/ft3)
kilogram/metre3 (kg m−3) 16.018
Force kip (1000 lb) newton (N) 4.4482 × 103
pound force (lb) newton (N) 4.4482
Length foot (ft) metre (m) 0.3048inch (in) metre (m) 0.0254mile (mi), U.S. statute metre (m) 1.6093 × 103
mile (mi), international nautical metre (m) 1.852 × 103
Mass pound mass (lbm) kilogram (kg) 0.45359slug (lb-sec2 /ft) kilogram (kg) 14.594ton (2000 lbm) kilogram (kg) 907.18
Moment of force pound-foot (lb-ft) newton-metre (N m) 1.3558pound-inch (lb-in.) newton-metre (N m) 0.11298
Moment of inertia pound-foot-second2(lb-ft-sec2) kilogram-metre2 (kg m2) 1.3558
Momentum, linear pound-second (lb-sec) kilogram-metre/second (kg m s−1) 4.4482
Momentum, angular pound-foot-second (lb-ft-sec) newton-metre-second (kg m2 s−1) 1.3558
Power foot-pound/minute (ft-lb/min) watt (W) 0.022597horsepower (550 ft-lb/sec) watt (W) 745.70
Pressure, stress atmosphere (std) (14.7 lb/in2) newton/metre2 (N m−2 or Pa) 1.0133 × 105
pound/foot2(lb/ft2) newton/metre2 (N m−2 or Pa) 47.880pound/inch2(lb/in.2or psi) newton/metre2 (N m−2 or Pa) 6.8948 × 103
Second moment of area inch4 metre4 (m4) 41.623 × 10−8
Stiffness (linear) pound/inch (lb/in.) newton/metre (N m−1) 175.13
Velocity foot/second (ft/sec) metre/second (m s−1) 0.3048knot (nautical mi/hr) metre/second (m s−1) 0.51444mile/hour (mi/hr) metre/second (m s−1) 0.44704mile/hour (mi/hr) kilometre/hour (km h−1) 1.6093
Volume foot3(ft3) metre3 (m3) 0.028317inch3(in.3) metre3 (m3) 1.6387 × 10−5
UK gallon metre3 (m3) 4.546 × 10−3
Work, Energy British thermal unit (BTU) joule (J) 1.0551 × 103
foot-pound force (ft-lb) joule (J) 1.3558kilowatt-hour (kw-h) joule (J) 3.60 × 106
Page 2 Mechanical Engineering Data & Formulae
A General information
Table A.3: Decimal prefixes
Multiplication factora Prefix Symbol
1 000 000 000 000 = 1012 tera T1 000 000 000 = 109 giga G
1 000 000 = 106 mega M1 000 = 103 kilo k
100 = 102 hecto a h10 = 10 deka a da
0.1 = 10−1 deci b d0.01 = 10−2 centi c
0.001 = 10−3 milli m0.000 001 = 10−6 micro µ
0.000 000 001 = 10−9 nano n0.000 000 000 001 = 10−12 pico p
aUse prefixes to keep numerical values generally between 0.1 and 1000bThe use of prefixes hecto, deka, deci and centi should be avoided except for certain areas or volumes where
the numbers would otherwise become awkward.
Table A.4: Physical constants
Avogadro’s numbera N 6.022 × 1023 mol−1
Absolute zero of temperature — 0 K = −273.2 C
Boltzmann’s constant k 1.380 × 10−23 J K−1
Characteristic impedance of vacuum Z0 =(µ0
ε0
)1/2
= 120π Ω
Electron volt eV 1.602 × 10−19 J
Electronic charge e 1.602 × 10−19 C
Electronic rest mass me 9.109 × 10−31 kg
Electronic charge to mass ratio(eme
)1.759 × 1011 C kg−1
Faraday’s constanta F 9.65 × 104 C mol−1
Gas constanta R 8.314 J mol−1 K−1
Permeability of free space µ0 4π × 10−7 H m−1
Permittivity of free space ε01
36π× 10−9 F m−1
Planck’s constant h 6.626 × 10−34 J s
Standard gravitational acceleration g 9.807 m s−2
Stefan-Boltzmann constant σ 5.67 × 10−8 J m−2 s−1 K−4
Velocity of light in vacuum c 2.9979 × 108 m s−1
Volume of perfect gas at S.T.P.b — 22.42 × 10−3 m3
aThese are conventional definitions in gram mol units. For SI calculations in kg mol units multiply the values givenby 103
bAt Standard Temperature (0 C) and Pressure (one atmosphere pressure or 1.013 × 105 N m−2)
Mechanical Engineering Data & Formulae Page 3
A General information
Page 4 Mechanical Engineering Data & Formulae
B Mathematics and computing
B Mathematics and computing
Data and formulae for core course examinations in:
• Mathematics
• Computing
and in other, related, optional courses.
B.1 Algebra
B.1.1 Logarithms
If by = x, y = logb (x) and:log (x1x2) = logx1 + logx2
log(x1
x2
)= logx1 − logx2
log(
1x
)= − logx
logxn = n logx
log 1 = 0
For natural logarithms b = e = 2.718282 and if ey = x,
y = loge (x) = ln (y)
Hencelog10 x = 0.4343 lnx.
B.1.2 Quadratic equations
If ax2 + bx + c = 0, then
x =−b ±
√b2 − 4ac2a
and (b2 > 4ac) for real roots.
B.1.3 Determinants
2nd order: ∣∣∣∣ a1 b1a2 b2
∣∣∣∣ = a1b2 − a2b1
3rd order:∣∣∣∣∣∣a1 a2 a3b1 b2 b3c1 c2 c3
∣∣∣∣∣∣ = +a1b2c3 + a2b3c1 + a3b1c2 − a3b2c1 − a2b1c3 − a1b3c2
Mechanical Engineering Data & Formulae Page 5
B.1 Algebra
B.1.4 Vector algebra
a = (a1i + a2j + a3k) = (a1, a2, a3) etc.
Scalar (dot) product:a.b = a1b1 + a2b2 + a3b3
Vector (cross) product:
a × b =
∣∣∣∣∣∣i j k
a1 a2 a3b1 b2 b3
∣∣∣∣∣∣Scalar triple product:
[a,b,c] = a.b × c = b.c × a = c.a × b =
∣∣∣∣∣∣a1 a2 a3b1 b2 b3c1 c2 c3
∣∣∣∣∣∣Vector triple product:
a × (b × c) = b (a.c) − c (a.b)
B.1.5 Series
Binomial series:
(1 + x)α = 1 + αx +α(α − 1)
2!x2 +
α (α − 1) (α − 2)
3!x3 + . . . (α arbitrary, |x| < 1).
ex = 1 + x +x2
2!+ · · · + x
n
n!+ . . . (|x| <∞)
cosx = 1 − x2
2!+x4
4!− · · · + (−1)n
x2n
(2n)!+ . . . (|x| <∞)
sinx = x − x3
3!+x5
5!− · · · + (−1)n
x2n+1
(2n + 1)!+ . . . (|x| <∞)
tanx = x +x3
3+
2x5
15+
17x7
315+ . . . (−π
2< x <
π2
)
sinhx =ex − e−x
2= x +
x3
3!+x5
5!+x7
7!+ . . . (|x| <∞)
cosh x =ex + e−x
2= 1 +
x2
2!+x4
4!+x6
6!+ . . . (|x| <∞)
ln (1 + x) = x − x2
2+x3
3− · · · + (−1)n
xn+1
(n + 1)+ . . . (−1 < x < 1)
Page 6 Mechanical Engineering Data & Formulae
B.1 Algebra
Stirling’s formula for n! when n is large:
n! ∼=(ne
)n√2πn
or
ln (n!) ∼=(n +
12
)lnn − n + 1
2ln (2π)
or
log10(n!) ∼= 0.39909 +(n +
12
)log10 n − 0.43429n
B.1.6 Trigonometry
Definitions:
θA
B
C sinθ =AC
cosθ =BC
tanθ =AB
cscθ =CA
secθ =CB
cotθ =BA
Signs of trigonometric functions in the four quadrants:
(+)
(+)
I
θ
(+)
(+)
IIθ
(+)
(+)IIIθ
(+)
(+)IV
θ
Quadrant: I II III IV
sinθ + + − −cosθ + − − +tanθ + − + −cscθ + + − −secθ + − − +cotθ + − + −
Trigonometrical identitiescos2 θ + sin2 θ = 1
1 + tan2 θ = sec2 θ
sin 2θ = 2 sinθ cosθ
cos 2θ = cos2 θ − sin2 θ = 2 cos2 −1 = 1 − 2 sin2 θ
sinθ2=
√12
(1 − cosθ)
cosθ2=
√12
(1 + cosθ)
Mechanical Engineering Data & Formulae Page 7
B.1 Algebra
a
AC b
Bc d
Sine rule:A
sina=
Bsinb
=C
sinc
Cosine rule: C2 = A2 + B2 − 2AB coscC2 = A2 + B2 + 2AB cosd
sin (a + b) = sina cosb + cosa sinb sin (a − b) = sina cosb − cosa sinbcos (a + b) = cosa cosb − sina sinb cos (a + b) = cosa cosb + sina sinb
sina + sinb = 2 sin(a + b
2
)cos(a − b
2
)sina − sinb = 2 cos
(a + b
2
)sin(a − b
2
)cosa + cosb = 2 cos
(a + b
2
)cos(a − b
2
)cosa − cosb = −2 sin
(a + b
2
)sin(a − b
2
)sin iz = i sinh z sinh iz = i sin zcos iz = cosh z cosh iz = cos z
B.1.7 Geometry
θ1
θ1 = θ2
θ2
When the two inter-secting lines are, re-spectively, perpendic-ular to two other lines,the angles formed byeach pair are equal.
θ sr Circle:
circumference = 2πrArc length s = rθSector area = 1
2r2θ
x h
b y
Similar triangles:xb=h − yh
θ1 θ2
θ1 + θ2 = ½
Every triangle in-scribed within asemicircle is a righttriangle.
h
b
Any triangle:Area = 1
2bhθ1 θ4θ3
θ2Angles of a triangle:θ1 + θ2 + θ3 = 180
θ4 + θ1 + θ2
xa Db
x
Intersecting chords:x2 = abx2 ≈ Db when b D
Page 8 Mechanical Engineering Data & Formulae
B.1 Algebra
B.1.8 Analytic geometry
y
x
mb
Straight line:y = b +mx
by
xa
xa+yb= 1
y
x
r
Circle:x2 + y2 = r2
r
b
y
xa
(x − a)2 + (y − b)2 = r2
y
x
a
b Ellipse:(xa
)2+(yb
)2= 1
y
x
b
a
Parabola:
y = b(xa
)2
y
x
b
a
x = a(yb
)2
y
x
a
a
Hyperbola:xy = a2
y
x
b
a
(xa
)2−(yb
)2= 1
Mechanical Engineering Data & Formulae Page 9
B.1 Algebra
B.1.9 Solid geometry
rSphere:volume = 4
3πr3
surface area = 4πr2
hL
r
Right-circular cone:volume = 1
3πr2h
lateral area = πrLL =√r2 + h2
r
θ Spherical wedge:volume = 2
3r3θ B h
Any pyramid or cone:volume = 1
3Bhwhere B = area of base.
B.1.10 Differential calculus
Leibnitz’s rule:
Dn (f g) = f(Dng)+ n (Df )
(Dn−1g
)+n(n − 1)
2!
(D2f)(
Dn−2g)+ · · · +
(Dnf)g
where D =d
dx, f = f (x) and g = g(x)
Taylor’s expansion of f(x) about x = a:
f (x) = f (a) + (x − a)f ′(a) +(x − a)2
2!f ′′(a) + · · · +
(x − a)n
n!f (n)(a) +
(x − a)n+1
(n + 1)!f (n+1)(x)
where a < x < x. Substituting h = x − a gives the following form:
f (a + h) = f (a) + hf ′(a) +h2
2!f ′′(a) + · · · + h
n
n!f (n)(a) + Rn(h)
where Rn(h) =hn+1
(n + 1)!f (n+1) (a + θh) , (0 < θ < 1).
Taylor’s expansion of f(x,y) about the point (a,b):
f (x, y) = f (a, b) +[(x − a)fx + (y − b)fy
]a,b
+12!
[(x − a)2 fxx + 2 (x − a) (y − b) fxy + (y − b)2 fyy
]a,b
+ . . .
Substituting h = x − a and k = y − b gives the following form:
f (a + h, b + k) = f (a, b) +[hfx + kfy
]a,b +
12!
[h2fxx + 2hkfxy + k
2fyy]a,b
+ . . .
Partial differentiation:
If y = Y (x), then f (x, y) = f [x, Y (x)] ≡ F (x) and
dFdx
=∂f∂x
+∂f∂y
dYdx
Page 10 Mechanical Engineering Data & Formulae
B.1 Algebra
If x = X (t) and y = Y (t), then f (x, y) = F (t) and
dFdt
=∂f∂x
dXdt
+∂f∂y
dYdt
If x = X (u, v) and y = Y (u, v) then f (x, y) = F (u, v) and
∂F∂u
=∂f∂x
∂x∂u
+∂f∂y
∂y∂u
∂F∂v
=∂f∂x
∂x∂v
+∂f∂y
∂y∂v
Stationary points of f(x,y):
These occur where fx = 0, fy = 0 simultaneously. Let (a, b) be a stationary point: exam-ine
K =[fxxfyy − (fxy )2
]a,b
If:
• K < 0, then (a, b) is a saddle point ;
• K > 0 and fxx(a, b) < 0, then (a, b) is a maximum;
• K > 0 and fxx(a, b) > 0, then (a, b) is a minimum.
Radius of curvature in Cartesian coordinates:
ρxy =
[1 +(
dydx
)2]3/2
d2y
dx2
B.1.11 Standard Differentials
f (x)df (x)
dxxn nxn−1
uv udvdx
+ vdudx
uv
vdudx− udv
dxv2
sinx cosx
cosx − sinx
tanx sec2 x
sinhx coshx
coshx sinhx
tanhx sech2x
loge x = lnx1x
eax aeax
Mechanical Engineering Data & Formulae Page 11
B.2 Integral calculus
B.1.12 Differential equations
The first-order linear equationdydx
+ R (x) y = S (x)
has an integrating factor
λ (x) = exp[∫R (x) dx
],
so thatd
dx(yλ) = Sλ.
P (x, y) dx +Q (x, y) dy = 0
is an exact equation ifdPdy
=dQdx.
B.2 Integral calculus
An important substitution:
tanθ2= t.
Then
sinθ =2t
(1 + t2)
cosθ =(1 − t2)
(1 + t2)
and
dθ =2
(1 + t2)dt.
Page 12 Mechanical Engineering Data & Formulae
B.2 Integral calculus
Table B.1: Some indefinite integrals
f (x)∫f (x) dx
secx ln (secx + tanx) = ln tan(x
2+π4
)cosecx ln (cosecx − cotx) = ln tan
(x2
)(a2 − x2
)−1/2sin−1
(xa
), (|x| < a)(
a2 + x2)−1/2
sinh−1(xa
)= ln
[x +(a2 + x2
)1/2]− lna = ln
[xa+(
1 +(xa
)2)1/2
](x2 − a2
)−1/2cosh−1
(xa
)= ln
[x +(x2 − a2
)1/2]− lna = ln
[xa+((xa
)2− 1)1/2
], (x ≥ a)
(a2 + x2
)−1 1a
tan−1(xa
)(a2 − x2
)−1 1a
tanh−1(xa
)=
12a
ln(a + xa − x
), (|x| < a)(
x2 − a2)−1 1
2aln(x − ax + a
), (|x| > a)
Table B.2: Some definite integrals
In ≡∫ π/2
0sinn x dx =
∫ π/2
0cosn x dx =
n − 1n
In−2, where I0 =π2
and I1 = 1
Im,n ≡∫ π/2
0sinm x cosn x dx =
m − 1m + n
Im−2,n =n − 1m + n
Im,n−2, (m > 1, n > 1)∫ ∞0e−ax sinbx dx =
b(a2 + b2
) , (a > 0)∫ ∞0e−ax cosbx dx =
a(a2 + b2
) , (a > 0)∫ ∞0e−x
2dx =
√π
2
Mechanical Engineering Data & Formulae Page 13
B.3 Laplace transforms
B.3 Laplace transforms
Function Transform
Definition: f (t) f (s) =∫ ∞0e−stf (t) dt
af (t) + bg(t) af (s) + bg(s)
dfdt
sf (s) − f (0)
d2fdt2
s2f (s) − sf (0) − f ′(0)
e−atf (t) f (s − a)
tf (t) −df (s)
ds∂f (t, a)
∂a∂f (s, a)
∂a∫ t0f (t) dt
f (s)s∫ t
0f (u)g(t − u) du f (s)g(s)
δ(t0), unit impulse at t = t0 1
1, unit step1s
(s > 0)
tn, n = 1,2 . . .n!
sn+1(s > 0)
eat1
s − a (s > a)
e−at1
s + a1
(n − 1)!tn−1e−at
1
(s + a)n
1 − e−at as(s + a)
1(b − a)
(e−at − e−bt
) 1(s + a)(s + b)
1(b − a)
[(c − a)e−at − (c − b)e−bt
] s + c(s + a)(s + b)
1 − b(b − a)
e−at +a
(b − a)e−bt
abs(s + a)(s + b)
e−at
(b − a)(c − a)+
e−bt
(c − a)(a − b)+
e−ct
(a − c)(b − c)1
(s + a)(s + a)(s + b)
c −b(c − a)
(b − a)e−at +
a(c − b)
(b − a)e−bt
ab(s + c)
s(s + a)(s + b)
Page 14 Mechanical Engineering Data & Formulae
B.4 Numerical analysis
Function Transform
sinωtω(
s2 +ω2) (s > 0)
cosωts(
s2 +ω2) (s > 0)√
(a2 +ω2)ω
sin (ωt +φ) , φ = tan−1(ωa
) s + a(s2 +ω2
) (s > 0)
e−at sinωtω
(s + a)2 +ω2
e−at cosωts + a
(s + a)2 +ω2
1ω
√(c − a)2 +ω2 e−at sin(ωt +φ), φ = tan−1
( ωc − a
) (s + c)
(s + a)2 +ω2
ωn√1 − ζ2
e−ζωnt sinωn
√(1 − ζ2) t, (ζ < 1)
ω2n
s2 + 2ζωns +ω2n
1
a2 +ω2+
1
ω√a2 +ω2
e−at sin (ωt −φ) , φ = tan−1 −ωa
1
s[(s + a)2 +ω2
]1 − 1√
1 − ζ2e−ζωnt sin
(ωn
√1 − ζ2 t +φ
), φ = cos−1 ζ, ζ < 1
ω2n
s(s2 + 2ζωns +ω
2n
)H(t − T ) (= 0, t < T ; = 1, t > T )
1se−sT (s, T > 0)
B.4 Numerical analysis
B.4.1 Approximate solution of an algebraic equation
• An iterative method for x = φ(x) converges when∣∣φ′(x)
∣∣ < 1 near the root: if a rootoccurs near to x = a take x0 = a and
xn+1 = φ(xn), n = 0,1,2, . . .
• If a root of f (x) = 0 occurs near to x = a, take x0 = a and:
xn+1 = xn −f (xn)
f ′(xn), n = 0,1,2, . . .
(the Newton-Raphson method).
B.4.2 Numerical integration
Write xn = x0 + nh, yn = y(xn). Then:
Mechanical Engineering Data & Formulae Page 15
B.4 Numerical analysis
• Trapezium Rule (1 strip): ∫ x1
x0
y(x) dx ≈ h2
[y0 + y1
]• Simpson’s Rule (2 strips): ∫ x1
x0
y(x) dx ≈ h3
[y0 + 4y1 + y2
]
B.4.3 Richardson’s error estimation formula for use with Simpson’s rule
Let
I =∫ baf (x) dx
and let I1, I2 be two estimates of I obtained using Simpson’s rule with intervals h1 and h2, where
h1 < h2 (i.e. h1 =b − an1
, h2 =b − an2
, where n1, n2 are even). Then a better estimate of I is
given by:
I = I2 +(I2 − I1)[(h1
h2
)4
− 1
] .
If h2 =12h1 then I = I2 +
115 (I2 − I1).
B.4.4 Fourier series
If f (x) is periodic of period 2L, i.e. f (x + 2L) = f (x), then
f (x) =a0
2+∞∑n=1
an cosnπxL
+∞∑n=1
bn sinnπxL
where
an =1L
∫ L−Lf (x) cos
nπxL
dx, n = 0,1,2, . . .
bn =1L
∫ L−Lf (x) sin
nπxL
dx, n = 1,2,3, . . .
If f (x) is an even function of x, i.e. f (−x) = f (x), then
an =2L
∫ L0f (x) cos
nπxL
dx, bn = 0, n = 0,1,2, . . .
If f (x) is an odd function of x, i.e. f (−x) = −f (x), then
bn =2L
∫ L0f (x) sin
nπxL
dx, an = 0, n = 1,2,3, . . .
Page 16 Mechanical Engineering Data & Formulae
B.5 Statistics
B.5 Statistics
B.6 Probabilities for events
For events A, B and C:P (A ∪ B) = P (A) + P (B) − P (A ∩ B)
The odds in favour of A are:P (A)
P (A)
Conditional probability :
P (A|B) =P (A ∩ B)
P (B)(if P (B) > 0)
The chain rule:P (A ∩ B ∩ C) = P (A)P (B|A)P (C|A ∩ B)
Bayes’ rule:
P (A|B) =P (A)P (B|A)
P (A)P (B|A) + P (A)P (B|AA and B are independent if
P (B|A) = P (B)
A, B and C are independent if
P (A ∩ B ∩ C) = P (A)P (B)P (C),
and P (A ∩ B) = P (A)P (B), P (B ∩ C) = P (B)P (C) and P (C ∩ A) = P (C)P (A).
B.6.1 Distribution, expectation and variance
The probability distribution for a discrete random variable X is the set px, where
px = P (X = x).
The expectation isE (X ) = µ =
∑x
xpx
From independent observations x1, x2, . . . xn, the sample mean
x =1n
∑k
xk
estimates µ.
The variance isvar(X ) = σ2 = E
(X − µ)2
= E (X 2) − µ2,
whereE (X 2) =
∑x
x2px.
Mechanical Engineering Data & Formulae Page 17
B.6 Probabilities for events
The sample variance:
s2 =1
n − 1
∑k
x2k −
1n
∑j
xj
2
estimates σ2.
The standard deviation is:sd(X ) = σ.
If the value y is observed with frequency ny , then
n =∑y
ny ,∑k
xk =∑y
yny ,∑k
x2k =∑y
y2ny .
For a function g(x) of x,E g(x) =
∑x
g(x)px.
B.6.2 Probability distributions for a continuous random variable
The cumulative distribution function (cdf) is
F (x) = P (X ≤ x) =∫ xx0=−∞
f (x0) dx0
The probability density function (pdf) is
f (x) =dF (x)
dx
µ =∫ ∞−∞
xf (x) dx, σ2 = E (X 2) − µ2
where
E (X 2) =∫ ∞−∞
x2f (x) dx
B.6.3 Discrete probability distributions
Binomial distribution Binomial (n, θ)
px =(nx
)θx (1 − θ)n−x (x = 0,1,2, . . . , n)
µ = nθ, σ2 = nθ(1 − θ).
Poisson distribution Poisson (λ)
px =λxe−λ
x!(x = 0,1,2, . . . ) (with λ > 0)
µ = λ, σ2 = λ.
Page 18 Mechanical Engineering Data & Formulae
B.7 Bias, standard error and mean square error
B.6.4 Continuous probability distributions
Uniform distribution Uniform (α,β)
f (x) =
1
β − α(α < x < β)
0 (otherwise).µ =
α + β2
, σ2 =(β − α)2
12
Exponential distribution Exponential (λ)
f (x) =λe−λx (0 < x <∞),
0 (−∞ < x ≤ 0).µ =
1λ, σ2 =
1
λ2.
Normal distribution N(µ, σ2)
f (x) =1√
2πσ2exp−1
2
(x − µσ
)2
(−∞ < x <∞), E (X ) = µ, var(X ) = σ2
Standard normal distribution is N(0,1)
If X is N(µ, σ2), then Y =X − µσ
is N(0,1).
B.6.5 System reliability
For a system of k devices, which operate independently, let
Ri = P (Di ) = P (“device i operates”).
The system reliability, R, is the probability of a path of operating devices.
A system of devices in series fails if any device fails:
R = P (D1 ∩ D2 ∩ · · · ∩ Dk) = R1R2 . . . Rk
A system of devices in parallel operates if any device operates:
R = P (D1 ∪ D2 ∪ · · · ∪ Dk) = 1 − (1 − R1)(1 − R2) . . . (1 − Rk)
B.7 Bias, standard error and mean square error
If t estimates θ and comes from a distribution having random variable T :
• Bias of t: bias(t) = E (T ) − θ• Standard error of t: se(t) = sd(t)
• Mean square error of t: MSE(t) = E
(t − θ2= se(t)2 + bias(t)2
if x estimates µ, then bias(x) = 0, se(x) =σ√n
, MSE(x) =σ2
n, se(x) =
s√n
B.7.1 Central limit property
If n is fairly large, x is approximately from N
(µ,σ2
n
).
Mechanical Engineering Data & Formulae Page 19
B.7 Bias, standard error and mean square error
B.7.2 Confidence intervals
If x1, x2, . . . , xn are independent observations from N(µ, σ2) and σ2 is known, then the 95%
confidence interval for µ is(x − 1.96
σ√n, x + 1.96
σ√n
).
If σ2 is estimated then, from the table of t(n−1), we find t0 = t(n−1),0.05. Then the 95% CI for µ is(x − t0
s√n, x + t0
s√n
).
y φ(y) Φ(y) y φ(y) Φ(y) y φ(y) Φ(y) y Φ(y)
0 0.399 0.5 0.9 0.266 0.816 1.8 0.079 0.964 2.8 0.9970.1 0.397 0.540 1.0 0.242 0.841 1.9 0.066 0.971 3.0 0.9980.2 0.391 0.579 1.1 0.218 0.864 2.0 0.054 0.977 0.841 0.80.3 0.381 0.618 1.2 0.194 0.885 2.1 0.044 0.982 1.282 0.90.4 0.368 0.655 1.3 0.171 0.903 2.2 0.035 0.986 1.645 0.950.5 0.352 0.691 1.4 0.150 0.919 2.3 0.028 0.989 1.96 0.9750.6 0.333 0.726 1.5 0.130 0.933 2.4 0.022 0.992 2.326 0.990.7 0.312 0.758 1.6 0.111 0.945 2.5 0.018 0.994 2.576 0.9950.8 0.290 0.788 1.7 0.094 0.955 2.6 0.014 0.995 3.09 0.999
Table B.3: Standard normal table: values of pdf φ(y) = f (y) and cdf Φ(y) = F (y).
p 0.10 0.05 0.02 0.01 p 0.10 0.05 0.02 0.01
m 1 6.31 12.71 31.82 63.66 m 9 1.83 2.26 2.82 3.252 2.92 4.30 6.96 9.92 10 1.81 2.23 2.76 3.173 2.35 3.18 4.54 5.84 12 1.78 2.18 2.68 3.054 2.13 2.78 3.75 4.60 15 1.75 2.13 2.60 2.955 2.02 2.57 3.36 4.03 20 1.72 2.09 2.53 2.856 1.94 2.45 3.14 3.71 25 1.71 2.06 2.48 2.787 1.89 2.36 3.00 3.50 40 1.68 2.02 2.42 2.708 1.86 2.31 2.90 3.36 ∞ 1.645 1.96 2.326 2.576
Table B.4: Student t table: values tm,p of x for which P (|X | > x) = p, when X is tm.
Page 20 Mechanical Engineering Data & Formulae
C Mechatronics and control
C Mechatronics and control
Data and formulae for core course examinations in:
• Mechatronics
• Dynamics
• Machine System Dynamics
and in other, related, optional courses.
C.1 Charge, current, voltage and power
q = charge
i = current =dqdt
v = electrical potential (voltage)P = power leaving networkU = energy storedR = resistanceC = capacitanceC = inductance
Subscript and arrow notations
aiaP
b
vab
Potential difference:
vab = va − vb
Power P leaving network between terminals a and b:
P = vabia
Passive components
Resistor: v = iR (Ohm’s law) Power dissipated: P = i2R =v2
RInductor: v = L
didt
Energy stored U = 12Li
2
Capacitor: i = Cdvdt
, q = Cv Energy stored U = 12Cv
2
Table C.1: Colour codes for resistors etc.
Colour Digit
Black 0 Green 5Brown 1 Blue 6Red 2 Violet 7Orange 3 Grey 8Yellow 4 White 9
Mechanical Engineering Data & Formulae Page 21
C.2 Networks
Table C.2: Standard values for components
E3 series E6 series E12 series E24 series
10 10 10 10
1112 12
1315 15 15
1618 18
20
22 22 22 22
2427 27
3033 33 33
3639 39
43
47 47 47 47
5156 56
6368 68 68
7582 82
91
C.2 Networks
Kirchhoff’s voltage law (KVL): ∑(p.d.s around loop) = 0
Kirchhoff’s current law (KCL): ∑(currents into node) = 0
Resistors in series:Rser = R1 + R2 + . . .
Resistors in parallel:1Rpar
=1R1
+1R2
+ . . .
i.e. for two resistors
Rpar =R1R2
R1 + R2
Page 22 Mechanical Engineering Data & Formulae
C.3 Transients
Potential divider (with R2 as output resistor):
vout =R2
R1 + R2vin
C.3 Transients
x(t) = instantaneous voltage v or current iX0 = initial value x(0)Xf = final (steady state) value x(∞).τ = time constant.
At time t = 0 a switch operates so that the network of resistors and d.c. voltage sourcesconnected to a capacitor or inductor changes, instantaneously. Then for t ≥ 0:
x (t) = Xf − (Xf − X0) exp(− tτ
)
For a capacitor:
• v remains unchanged through t = 0;
• i → 0 as t→∞;
• τ = RsC
For an inductor:
• i remains unchanged through t = 0;
• v → 0 as t→∞;
• τ = LR
C.4 AC networks
Xm = peak amplitude (or semi-amplitude)Xav = mean value x(∞).Xpp = 2Xm is peak-to-peak amplitudef = frequency (Hz), and ω = 2πf (rad s−1)
T =1f
is period
C.4.1 Average and root mean square values
General definitions for any periodic waveform:
Xav =1T
∫ T0x dt
Xrms =
√1T
∫ T0x2 dt
Mechanical Engineering Data & Formulae Page 23
C.4 AC networks
For a waveform consisting of N samples of equal duration:
Xrms =
√√√√ 1N
N∑n=1
x2n dt
For a sinusoidal waveform x = Xm sin (ωt +φ):
Xrms =1√
2Xm
and for a sinusoidal positive half-cycle:
Xav =2πXm
C.4.2 Phasors and complex impedance
CIVIL: current leads voltage for a capacitor, voltage leads current for an inductor.
Current is common phasor for series circuits, voltage is common phasor for parallel circuits.
Inductive reactance: XL = ωL;
Capacitative reactance XC =1ωC
.
Complex impedance: V = I · Z where V , I , and Z are complex quantities, and
Z = R ± jX
where X is impedance.
C.4.3 Balanced 3 phase a.c supply
Relationships between line voltage VL and current iL, phase voltage VP and current iP for starconnected load
VL =√
3VP, IL = IPand for delta connected load:
VL = VP, IL =√
3IP
C.4.4 Electromagnetism
N = number of coil turnsH = magnetic field strengthl = magnetic flux path lengthΦ = magnetic fluxB = magnetic flux densityµr = relative permeabilityµ0 = permittivity of free spaceA = cross-sectional area of magnetic flux path.L = length of conductor in magnetic field.U = velocity of conductor
Page 24 Mechanical Engineering Data & Formulae
C.4 AC networks
Magnetomotive force (m.m.f.) = iN, H =m.m.f.l
B =ΦA
= µrµ0H(tesla)
Reluctance of magnetic path:
S =m.m.f.Φ
=l
µrµ0A
Magnetic force of attraction:
F =B2A2µ0
Force acting on a conductor:
F = BiL
Induced e.m.f.:
E = BLU =dΦdt
C.4.5 DC machines
T0 = shaft torqueKe = e.m.f. constantRa = armature resistanceva = armature voltageia = armature currentω = angular velocity
Torque-speed relationship for a permanent-magnet or shunt-wound d.c. machine:
ω =1Keva −
Ra
K 2e
T0
and T0 = Keia.
C.4.6 Transformers
Φ = peak fluxf = frequencyN1, N2 = primary and secondary turns
Ideal transformer:V1
V2=N1
N2=I2I1
RMS value of induced e.m.f.:
E = 4.44NfΦ
Mechanical Engineering Data & Formulae Page 25
C.5 Communications
C.5 Communications
Information (in bits) communicated by each of N equally probable messages:
I =1
log10 2logN
Information (in bits) communicated by a message of probability P :
I =1
log10 2log(
1P
)
C.6 Step function response and frequency response
θin, θout = input and output variablesτ = time constantωn = natural frequencyζ = damping factorH = gainφ = phase shift
The transfer function for any linear system is generally expressed as a linear function of theLaplace variable s.
C.6.1 First-order systems
Transfer function of first order low pass (lag):
θout
θin=
11 + τs
Figure C.1 shows the time plot for response to a unit step input:
θin =
0 (t < 0)1 (t > 0)
Gain (power ratio) in decibels (dB): |H | = 20 log10
(Vout
Vin
).
Figure C.2 shows the Bode plots for sinusoidal input θin = θin sin (ωt −φ) to first-order low-passand high-pass filters. For active filters (see Table C.3):
Low-pass filter High-pass filter
Passive|H | = 1√
1 + (ωRC)2
φ = − tan−1 (ωRC)
|H | = ωRC√1 + (ωRC)2
φ = 90 − tan−1 (ωRC)
Active|H | =
R2
R1
1√1 + (ωR2C)2
φ = 180 − tan−1 (ωR2C)
|H | =C1
C2
ωRC2√1 + (ωRC2)2
φ = −90 − tan−1 (ωRC)
Page 26 Mechanical Engineering Data & Formulae
C.7 Operational amplifier stages
0.1
0
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.1
1.2
0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0Time, — = ωct
tτ
Input
Figure C.1: Step response of a first-order low pass filter
C.6.2 Second-order systems
Transfer function of a second-order low-pass system:
θout
θin=
1(1 + 2
ζωns +
1
ω2n
s2
)
Unit step and frequency response are shown in Figs. C.3 and C.4.
C.7 Operational amplifier stages
Table C.3 shows op-amp networks which implement various signal processing operations.
Mechanical Engineering Data & Formulae Page 27
C.7 Operational amplifier stages
Gai
n (d
B)
–25
–20
–15
–10
–5
0
Low
pas
s ph
ase
shift
(deg
rees
)
–90
0
–10
–20
–30
–40
–50
–60
–70
–80
Hig
h pa
ss p
hase
shi
ft (d
egre
es)
0
90
80
70
60
50
40
30
20
10
0.1 0.2 0.5 2 51 10Frequency, — = ωτ ω
ωc
0.1 0.2 0.5 2 51 10Frequency, — = ωτ ω
ωc
Figure C.2: Bode plot for first-order low and high pass filters
Page 28 Mechanical Engineering Data & Formulae
C.7 Operational amplifier stages
0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Input
ζ = 0
ζ = 0.2
ζ = 0.05
ζ = 0.1
ζ = 0.3
ζ = 0.5
ζ = 0.7 ζ = 1ζ = 1.5
ζ = 2
0 1 2 3 4 5 6 7 8 9 10Time, ωnt
Figure C.3: Step response of a second-order low pass filter
Mechanical Engineering Data & Formulae Page 29
C.7 Operational amplifier stages
–40
0
–45
–90
–135
–180
–30
–20
–10
0
10
20G
ain
(dB
)P
hase
(deg
rees
)
Frequency, — = ωτ ωωc
0.1 0.2 0.5 2 51 10
Frequency, — = ωτ ωωc
0.1 0.2 0.5 2 51 10
ζ = 0.05ζ = 0.1ζ = 0.2
ζ = 0.3
ζ = 0 ζ = 0
ζ = 0.5ζ = 0.7
ζ = 1.0ζ = 1.5
ζ = 2.0
Figure C.4: Bode plot for a second-order low pass filter
Page 30 Mechanical Engineering Data & Formulae
C.7 Operational amplifier stages
Table C.3: Operational amplifier signal processing stages
Current to voltage Charge to voltage
Inverting amp Non-inverting amp
Summing amp Difference amp
Integrator Differentiator
R1
CR2 R
C1
C2
First order low pass First order high pass
Mechanical Engineering Data & Formulae Page 31
C.7 Operational amplifier stages
Page 32 Mechanical Engineering Data & Formulae
D Solid Mechanics
D Solid Mechanics
Data and formulae for core course examinations in:
• Mechanics
• Stress Analysis
• Materials
and in other, related, optional courses.
D.1 Mechanics
D.1.1 Square screw threads
M = moment required to raise an axially loaded nutW = axial load on nutφ = helix angle of threadµs = static coefficient of frictiondm = mean thread diameter
M =(
tanφ + µs
1 − µs tanφ
)Wdm
2
D.1.2 Flat clutches
T = maximum torque transmittedF = thrustR1, R2 = outer and inner radii for annular clutchµs = static coefficient of friction
For uniform pressure conditions:
T =23µsF
(R3
1 − R32
R21 − R
22
)
For uniform wear conditions:
T = µsF(R1 + R2
2
)
D.1.3 Kinematics of particle
a = acceleration vectors = distance travelledv = tangential velocityt = timeen,et = unit vectors in n-t coordinateser,eθ = unit vectors in r-θ coordinatesρ = instantaneous radius of path curvature
Mechanical Engineering Data & Formulae Page 33
D.1 Mechanics
For normal and tangential components:
a =d2sdt2
et +v2
ρen
For polar components:
a =(r − rθ2
)er +
(rθ + 2r θ
)eθ
D.1.4 Mass flow problems
F = internal force vector exerted from the emitted massa = acceleration vectorm = mass of objectmf = emitted massvf = velocity vector of emitted mass relative to object
ma = −dmf
dtvf = F
D.1.5 Kinematics of rigid bodies with sliding contacts
v = velocity vectora = acceleration vectorvrel = velocity vector relative to rotating body (sliding velocity)arel = acceleration vector relative to rotating body (sliding acceleration)ω = angular velocity vectorα = angular acceleration vectorr = position vector
v = vrel +ω × r
a = arel + 2ω × vrel + α × r +ω × (ω × r )
D.1.6 Mass moments of inertia
M = total mass of bodyG = centre of mass (centre of gravity)IG = Mass moment of inertia about GIaa = Mass moment of inertia about an axis a − a
Body Mass moment of inertia
Rectangular lamina, b × h IG = 112M(b2 + h2)
Circular lamina, radius r IG = 12Mr
2
Uniform slender rod, total length L IG = 112ML
2
Sphere, radius r IG = 25Mr
2
Page 34 Mechanical Engineering Data & Formulae
D.2 Stress analysis
Parallel axis theorem:
aaaG
Iaa = IG +Ma2
D.2 Stress analysis
D.2.1 Elastic constants of materials
ρ = DensityE = Young’s modulus, modulus of elasticityG = Shear modulus, modulus of rigidityK = Bulk modulusν = Poisson’s ratioα = Coefficient of linear thermal expansion
Relationships between elastic constants:
G =E
2 (1 + ν)K =
E3 (1 − 2ν)
Some typical values:
ρ E G K ν αkg m−3 GPa GPa GPa ×106 K−1
Mild steel 7850 207 79.6 175 0.3 11Aluminium alloy 2720 68.9 26.5 69 0.3 23Brass 8410 103 38.3 117 0.35 19Titanium alloy 5000 110 42 0.31 11Softwood along grain 9Water 1000 2.2Concrete 2400 13.8 0.1
D.2.2 Beam theory
σ = axial stress at axial position z and vertical distance y from neutral axisτ = shear stress in vertical×axial planed = total depth of beamM = bending moment about neutral axis at zS = shear force at zI = second moment of area about neutral axisR = radius of curvature at zv = vertical deflection at z
Bending about a principal axis :σy=MI=ER
= Ed2vdz2
Mechanical Engineering Data & Formulae Page 35
D.2 Stress analysis
and
τ =S2I
(d2
4− y2
)
Table D.1: Second moments of area for simple cross-sections
y
y
xx
b12 b1
2
d12
d12
Ixx =1
12bd3
Iyy =112b
3d
y
y
xxa
Ixx = Iyy =14πa
4
C
y
xx
(b1 – b2)13
yb1 b2
h23
h13
Ixx =1
36 (b1 + b2)h3
Iyy =136 (b1 + b2)
(b2
1 + b1b2 + b22
)
Parallel axis theorem: xx
aaaG
Area A
Iaa = Ixx + Aa2
Page 36 Mechanical Engineering Data & Formulae
D.2 Stress analysis
Table D.2: Beams bent about principal axis
End End Centralslope deflection deflection
M
L
MLEI
ML2
2EI
W
L
WL2
2EIW L3
3EI
L
w per unit length wL3
6EIwL4
8EI
MM
L
ML2EI
ML2
8EI
L
WWL2
16EIW L3
48EI
L
w per unit lengthwL3
24EI5wL4
384EI
End Centralmoment deflection
W
½L ½L
WL8
WL3
192EI
L
w per unit length WL2
12WL4
384EI
Mechanical Engineering Data & Formulae Page 37
D.2 Stress analysis
D.2.3 Elastic torsion
Circular solid and hollow shafts
τ = shear stress at radius rT = applied torqueJ = polar second moment of aread = diameter of circular sectionθ = angle of twist over length L
τr=TJ=GθL
For a solid circular section:
J = 2Ixx =πd4
32
Table D.3: Torsion of solid non-circular sections
Shape of Maximum shear stress, Angle of twist,cross section τmax θ
a
a
Square
4.81Ta3
7.10TLa4G
a
Equilateral triangle
20Ta3
46TLa4G
2a
2b
Ellipse
2πTab2
(a2 + b2
) TLπa3b3G
Page 38 Mechanical Engineering Data & Formulae
D.3 Two-dimensional stress transformation
Thin walled tubes of arbitrary cross-section
A = enclosed area to mid-thicknesst = wall thicknesss = distance around perimeter
τ =T
2At
Torsional stiffness:T
θ/l=
4A2G∮ (1t
)ds
Springs
d = wire diameterD = helix diameterδ = deflectionF = force
End deflection of a closed-helix, round wire spring:
δ =8F D3NGd4
Maximum shear stress (torsion only):
τ =8F Dπd3
D.2.4 Thin walled pressure vessels
R = mean radiust = wall thicknessp = internal pressure
Hoop stress in hollow, pressurised cylinder:
σθ = p(Rt
)Stress in hollow, pressurised sphere :
σ = p(R2t
)
D.3 Two-dimensional stress transformation
Sn
Ss
θ
θ
τyx (= τxy)
τxy
σx
σy
Sn =σx + σy
2+σx − σy
2cos 2θ + τxy sin 2θ
Ss =σx − σy
2sin 2θ − τxy cos 2θ
Mechanical Engineering Data & Formulae Page 39
D.4 Yield criteria
Principal stresses:
σ1, σ2 =σx + σy
2±
√(σx − σy2
)2
+ τ2xy
The direction of the principal stresses (and of the normal to the principal planes) to the x axisis θp where:
tan 2θp =2τxyσx − σy
Maximum shear stress: The maximum shear stress is half the difference of the principalstresses and acts on planes at 45 to the principal planes.
D.4 Yield criteria
Y = yield stress in uniaxial tensiont = wall thickness
In a three dimensional stress system having principal stresses σ1, σ2 and σ3 where
σ1 ≥ σ2 ≥ σ3.
Tresca yield criterion:|σ1 − σ3| = Y
Von Mises yield criterion:
(σ1 − σ2)2 + (σ2 − σ3)2 + (σ3 − σ1)2 = 2Y 2
D.5 Two-dimensional strain transformation
en =ex + ey
2+ex − ey
2cos 2θ +
γxy2
sin 2θ
es2
=ex − ey
2sin 2θ −
γxy2
cos 2θ
where:
• ex, ey and en are the direct strains acting in the same directions as, respectively, thestresses sx, sy and Sn above;
• γxy and es are the shear strains associated with the stresses τxy and Ss
NOTE: the relevant strain relationships may be obtained from the stress relationships by sub-stituting the appropriate direct stresses by the associated direct strain and shear stresses byone half of the associated shear strain.
D.6 Elastic stress-strain relationships
ex =1E
(σx − ν
(σy + σz
))etc
γxy =1Gτxy etc
Page 40 Mechanical Engineering Data & Formulae
D.7 Thick-walled cylinders
D.7 Thick-walled cylinders
For axi-symmetric systems, the circumferential and radial stresses at radius r are, repec-tively:
σθθ = A +Br2
σrr = A −Br2
Mechanical Engineering Data & Formulae Page 41
D.7 Thick-walled cylinders
Page 42 Mechanical Engineering Data & Formulae
E Thermofluids
E Thermofluids
Data and formulae for core course examinations in:
• Fluid Mechanics
• Thermodynamics
• Heat Transfer
• Thermodynamics and Energy
and in other, related, optional courses.
E.1 Cross-references to table numbers
Some Tables in this handbook are referred to by different numbers in lecture notes and problemsheets.
External reference Table number in this handbook
Table E1 Table E.1Table E2 Table E.2Table E3 Section E.4Table E4 Section E.5Table E5 Table E.3Table E6 Table E.4Table E7a Table E.5Table E7b Table E.6Table E7c Table E.7Table E8 Tables E.8 and E.9Table E9a Table E.16Table E9b Table E.17Table E10 Table E.18
Table R1 Table E.10Table R2 Table E.11Table R3 Part 1 Table E.12Table R3 Part 2 Table E.13Table R3 Part 3 Table E.14Table R3 Part 4 Table E.15
Table S1 Table E.19Table S2 Tables E.20 to E.22Table S3 Tables E.23 to E.29
Mechanical Engineering Data & Formulae Page 43
E.2 Dimensionless groups
E.2 Dimensionless groups
A = surface areaCp = specific heat at constant pressureD = pipe diameterFD, FL = drag force, lift forceg = gravitational accelerationh = surface heat-transfer coefficientkf, ks = thermal conductivity of fluid, of solidL = reference length4P = pressure dropT∞, Ts = temperature at infinity, at surfaceU = characteristic velocityα = thermal diffusivityβ = coefficient of volumetric thermal expansionε = roughness heightµ = absolute viscosityρ = density
Table E.1: Dimensionless groups for Thermofluids
Parameter Definition
Biot number (Bi)hLks
Coefficient of lift (CL)FL
12ρU
2A
Coefficient of drag (CD)FD
12ρU
2A
Fourier number (Fo)αtL2
Friction factor (f )4P(
LD
)12ρU
2
Grashof number (Gr)βg (T∞ − Ts)L3ρ2
µ2
Nusselt number (Nu)hLkf
Prandtl number (Pr)µCp
kf
Rayleigh number (Ra) Gr · Pr
Reynolds number (Re)ULρµ
Roughness ratioεL
Stanton number (St)h
ρUCp=
NuRe · Pr
Page 44 Mechanical Engineering Data & Formulae
E.3 Heat transfer
E.3 Heat transfer
Table E.2: Empirical correlations for forced convection
Correlation Conditions
Laminar flow over a flat plate:
Cf(x) =0.664
Re1/2x
Pr ≥ 0.6
Nu(x) =h(x)xk
= 0.332Re1/2x Pr1/3 Pr ≥ 0.6
Cf =1.328
Re1/2L
Pr ≥ 0.6
Nu = 0.664Re1/2L Pr1/3 Pr ≥ 0.6
Turbulent flow over a flat plate:
Cf(x) =0.0592
Re1/5x
5 × 105 ≤ Rex ≤ 107
Nu(x) = 0.0296Re4/5x Pr
1/3x
0.6 ≤ Pr ≤ 60
5 × 105 ≤ Rex ≤ 107
Cf =0.074
Re1/5L
5 × 105 ≤ ReL ≤ 107
Nu = 0.037Re4/5Pr1/3
0.6 ≤ Pr ≤ 60
5 × 105 ≤ Rex ≤ 107
Mixed flow over a flat plate:
Cf(x) =0.074
Re1/5L
− 1742ReL
5 × 105 ≤ ReL ≤ 107
Nu =(
0.037Re4/5L − 871
)Pr1/3
0.6 ≤ Pr ≤ 60
5 × 105 ≤ Rex ≤ 107
Flat plate with uniform heat flux:
Nu(x) = 0.453Re1/2x Pr1/3 Laminar flow
Nu(x) = 0.0308Re0.8x Pr1/3 Turbulent flow
Fully developed laminar flow in a pipe:
Nu = 3.66 Constant surface temperature
Nu = 4.36 Constant heat flux
Fully developed turbulent flow in a pipe:
NuD = 0.023Re4/5D Prn
(n = 0.4 for heating, n = 0.3 for cooling)
0.7 ≤ Pr ≤ 160
Re > 10000
Mechanical Engineering Data & Formulae Page 45
E.4 Continuity and equation of motion
E.4 Continuity and equation of motion
E.4.1 Cylindrical polar coordinates
Equation of continuity for unsteady flow, variable density:
∂ρ∂t
+1r∂(rρvr )∂r
+1r∂(ρvθ)
∂θ+∂(ρvx)
∂x= 0
Equations of Motion for unsteady flow, variable density: Cauchy form
∂vx∂t
+ vx∂vx∂x
+ vr∂vx∂r
+vθr∂vx∂θ
= −1ρ∂p∂x
+ Fx,int + Fx,ext
∂vr∂t
+ vx∂vr∂x
+ vr∂vr∂r
+vθr∂vr∂θ
−v2θ
r= −1
ρ∂p∂r
+ Fr,int + Fr,ext
∂vθ∂t
+ vx∂vθ∂x
+ vr∂vθ∂r
+vθr∂vθ∂θ
+vθvrr
= − 1ρr∂p∂θ
+ Fθ,int + Fθ,ext
where Fi ,
intext
are the internal (viscous) or external (body) forces per unit mass, as appropriate,
acting in the direction of coordinate i . For example,
Fx,int = ν
[1r∂∂r
(r∂vx∂r
)+
1
r2
∂2vx∂θ2
+∂2vx∂x2
]
E.4.2 Rectangular Cartesian coordinates
Equation of continuity for unsteady flow, variable density
∂ρ∂t
+∂(ρu)
∂x+∂(ρv)
∂y+∂(ρw)
∂z= 0
Equations of motion for unsteady flow, variable density: Cauchy form
∂u∂t
+ u∂u∂x
+ v∂u∂y
+ w∂u∂z
= −1ρ∂p∂x
+ Fx,int + Fx,ext
∂v∂t
+ u∂v∂x
+ v∂v∂y
+ w∂v∂z
= −1ρ∂p∂y
+ Fy,int + Fy,ext
∂w∂t
+ u∂w∂x
+ v∂w∂y
+ w∂w∂z
= −1ρ∂p∂z
+ Fz,int + Fz,ext
Equations of motion for unsteady uniform property flow in two dimensions (the xy plane)only:
∂u∂t
+ u∂u∂x
+ v∂u∂y
= −1ρ∂p∂x
+µρ
(∂2u∂x2
+∂2u∂y2
)︸ ︷︷ ︸ + Fx,ext
Fx,int
∂v∂t
+ u∂v∂x
+ v∂v∂y
= −1ρ∂p∂y
+µρ
(∂2v∂x2
+∂2v∂y2
)︸ ︷︷ ︸ + Fy,ext
Fy,int
Page 46 Mechanical Engineering Data & Formulae
E.5 Equations for compressible flows
The boundary layer (“approximately Couette flow”) form of the equations of motion for strainconfined to the xy plane with uniform properties:
∂u∂t
+ u∂u∂x
+ v∂u∂y
= −1ρ
dpdx
+µρ
(∂2u∂y2
)
E.4.3 Vector form
Equation of continuity for unsteady flow, variable density, in vector form:
∂p∂t
+ ∇ · (ρV ) = 0
where ∇ is the vector-gradient operator expressing the divergence of a vector, in this case V ,the velocity field.
Equations of Motion in vector form for unsteady flow: Cauchy form
∂V∂t
+ (V · ∇)∂V∂x
= −1ρ∇p + Fint + Fext
E.5 Equations for compressible flows
Isentropic compressible flow relations
ρ0 = ρ1
(1 +
γ − 12
Ma21
) 1γ−1
p0 = p1
(1 +
γ − 12
Ma21
) γγ−1
T0 = T1
(1 +
γ − 12
Ma21
)
a0 = a1
(1 +
γ − 12
Ma21
)1/2
Prantl-Meyer function
ν(Ma) =(γ + 1γ − 1
)1/2
tan−1
(γ + 1)
(Ma2 − 1
)γ − 1
1/2 − tan−1
(Ma2 − 1
)1/2
Normal Shock Relations
Ma22 =
1 + 12 (γ − 1) Ma2
1
γMa21 −
12 (γ − 1)
ρ2
ρ1=
(γ + 1) Ma21
(γ − 1) Ma21 + 2
Mechanical Engineering Data & Formulae Page 47
E.6 Friction factor for flow in circular pipes (Moody diagram)
p2
p1= 1 +
2γ(γ + 1)
(Ma2
1 − 1)
T2
T1=
[2γMa2
1 − (γ − 1)] [
(γ − 1) Ma21 + 2
](γ + 1)2 Ma2
1
E.6 Friction factor for flow in circular pipes (Moody diagram)
d = pipe diameter
f = Darcy friction factor =4τw
12ρV
2=
1
(L/d )
4P12ρV
2
L = pipe length
Re = Reynolds Number =ρV dµ
V = fluid bulk mean velocity4P = frictional pressure drop in length Lε = roughness heightµ = absolute or dynamic viscosityρ = fluid densityτw = shear stress at pipe wall
Page 48 Mechanical Engineering Data & Formulae
E.6 Friction factor for flow in circular pipes (Moody diagram)
Friction factor f Relative roughnessε/d0.06
0.05
0.04
0.03
0.02
0.01
0
R.I.C. 7/95
103 104 105 106 107 108
laminar turbulenttransition Reynolds number Re
0.02
0.01
0.005
0.002
0.001
0.0005
0.00020.00010.000050.00001smooth
Figure E.1: Moody Diagram
Mechanical Engineering Data & Formulae Page 49
E.7 Perfect gases
E.7 Perfect gases
Ma = Mach numberP , P0 = absolute pressure, stagnation pressureT , T0 = absolute temperature, stagnation temperaturev = specific volumeρ, ρ0 = density, stagnation density
Over a limited range of temperatures and pressures close to ambient values, the followingsubstances can be assumed to behave as perfect gases with properties given by the followingrelationships:
equation of state P v = RT
specific heat at constant volume Cv =dudT
= constant for the particular gas
specific heat at constant pressure Cp =dhdT
= constant for the particular gas
ratio of principal specific heats γ =Cp
Cv= constant for the particular gas
gas constant R = Cp − Cv = constant for the particular gas
and R =RM
where R = universal gas constant = 8.314 kJ kmol−1 K−1.
Table E.3: Perfect gases (ideal gases with constant specificheats)
Gas Chemical Molar mass M Gas constant R Cp Cv γformula kg kmol−1 kJ kg−1 K−1
aira — 28.96 0.287 1.01 0.72 1.40oxygen O2 32.00 0.260 0.92 0.66 1.40nitrogen N2 28.01 0.297 1.04 0.74 1.40atmospheric nitrogenb (AN) 28.17 0.295 1.03 0.74 1.40carbon dioxide CO2 44.01 0.189 0.84 0.65 1.29carbon monoxide CO 28.01 0.297 1.04 0.74 1.40hydrogen H2 2.016 4.12 14.31 10.18 1.41methane CH4 16.04 0.518 2.23 1.71 1.30ethane C2H6 30.07 0.277 1.75 1.47 1.19helium He 4.00 2.08 5.20 3.12 1.67
aComposition of dry air: 21.0% oxygen, 79.0% atmospheric nitrogen by no. of kmol or by volume; 23.2% oxygen,76.8% atmospheric nitrogen by mass.
bAtmospheric nitrogen contains approx. 1% (by no. of kmol or volume) argon and traces of carbon dioxide andother gases, in addition to nitrogen
Page 50 Mechanical Engineering Data & Formulae
E.7 Perfect gases
Table E.4: Isentropic compressible flow functions for perfect gas with γ = 1.40
MaPP0
ρρ0
TT0
MaPP0
ρρ0
TT0
0 1 1 1 1 0.5283 0.6339 0.83330.05 0.9983 0.9988 0.9995 1.02 0.5160 0.6234 0.82780.10 0.9930 0.9950 0.9980 1.04 0.5039 0.6129 0.82220.15 0.9844 0.9888 0.9955 1.06 0.4919 0.6024 0.8165
1.08 0.4800 0.5920 0.81080.20 0.9725 0.9803 0.99210.22 0.9668 0.9762 0.9904 1.10 0.4684 0.5817 0.80520.24 0.9607 0.9718 0.9886 1.15 0.4398 0.5562 0.79080.26 0.9541 0.9670 0.9867 1.20 0.4124 0.5311 0.77640.28 0.9470 0.9619 0.9846 1.25 0.3861 0.5067 0.7619
1.30 0.3609 0.4829 0.74740.30 0.9395 0.9564 0.9823 1.35 0.3370 0.4598 0.73290.32 0.9315 0.9506 0.97990.34 0.9231 0.9445 0.9774 1.40 0.3142 0.4374 0.71840.36 0.9143 0.9380 0.9747 1.45 0.2927 0.4158 0.70400.38 0.9052 0.9313 0.9719 1.50 0.2724 0.3950 0.6897
1.55 0.2533 0.3750 0.67540.40 0.8956 0.9243 0.9690 1.60 0.2353 0.3557 0.66140.42 0.8857 0.9170 0.9659 1.65 0.2184 0.3373 0.64750.44 0.8755 0.9094 0.96270.46 0.8650 0.9016 0.9594 1.70 0.2026 0.3197 0.63370.48 0.8541 0.8935 0.9559 1.75 0.1878 0.3029 0.6202
1.80 0.1740 0.2868 0.60680.50 0.8430 0.8852 0.9524 1.85 0.1612 0.2715 0.59360.52 0.8317 0.8766 0.9487 1.90 0.1492 0.2570 0.58070.54 0.8201 0.8679 0.9449 1.95 0.1381 0.2432 0.56800.56 0.8082 0.8589 0.94100.58 0.7962 0.8498 0.9370 2.00 0.1278 0.2300 0.5556
2.10 0.1094 0.2058 0.53130.60 0.7840 0.8405 0.9328 2.20 0.09352 0.1841 0.50810.62 0.7716 0.8310 0.9286 2.30 0.07997 0.1646 0.48590.64 0.7591 0.8213 0.9243 2.40 0.06840 0.1472 0.46470.66 0.7465 0.8115 0.91990.68 0.7338 0.8016 0.9153 2.50 0.05853 0.1317 0.4444
2.60 0.05012 0.1179 0.42520.70 0.7209 0.7916 0.9107 2.70 0.04295 0.1056 0.40680.72 0.7080 0.7814 0.9061 2.80 0.03685 0.09463 0.38940.74 0.6951 0.7712 0.9013 2.90 0.03165 0.08489 0.37290.76 0.6821 0.7609 0.89640.78 0.6691 0.7505 0.8915 3.00 0.02722 0.07623 0.3571
3.20 0.02023 0.06165 0.32810.80 0.6560 0.7400 0.8865 3.40 0.01512 0.05009 0.30190.82 0.6430 0.7295 0.8815 3.60 0.01138 0.04089 0.27840.84 0.6300 0.7189 0.8763 3.80 0.008629 0.03355 0.25720.86 0.6170 0.7083 0.87110.88 0.6041 0.6977 0.8659 4.00 0.006586 0.02766 0.2381
4.50 0.003455 0.01745 0.19800.90 0.5913 0.6870 0.8606 5.00 0.001890 0.01134 0.16670.92 0.5785 0.6764 0.85520.94 0.5658 0.6658 0.8498 6.00 0.000633 0.005194 0.12200.96 0.5532 0.6551 0.8444 8.00 0.000102 0.001414 0.072460.98 0.5407 0.6445 0.8389 10.00 0.000024 0.000495 0.04762
1 0.5283 0.6339 0.8333 ∞ 0 0 0
Mechanical Engineering Data & Formulae Page 51
E.7 Perfect gases
Table E.5: Ideal (semi-perfect) gas specific enthalpy h (kJ kg−1, 25 C datum)for combustion calculations on a mass basis
carbon water atmos. carbondioxide vapour nitrogen nitrogen oxygen air monoxide hydrogen
T (C) CO2 H2O N2 (AN) O2 — CO H2
0 –22.5 –45.7 –25.6 –25.4 –23.1 –24.8 –25.7 –356.8
25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
100 69.2 139.5 77.5 76.8 70.1 75.2 77.9 1074.5200 165.3 331.0 182.4 180.9 165.5 177.2 183.5 2517.0300 266.0 528.9 289.3 286.8 263.1 281.2 291.2 3970.5400 371.1 733.1 398.0 394.6 362.9 387.1 400.9 5435.3500 480.7 943.6 508.6 504.3 465.0 494.9 512.7 6911.1
600 594.8 1160.5 621.1 615.8 569.2 604.7 626.5 8398.1700 713.3 1383.8 735.4 729.2 675.6 716.4 742.5 9896.3800 836.4 1613.3 851.6 844.4 784.2 830.0 860.4 11405.5900 963.9 1849.2 969.8 961.5 895.0 945.6 980.5 12925.9
1000 1095.9 2091.5 1089.8 1080.4 1008.0 1063.2 1102.6 14457.5
1100 1232.3 2340.1 1211.6 1201.2 1123.2 1182.6 1226.7 16000.21200 1373.3 2595.0 1335.4 1323.9 1240.6 1304.0 1352.9 17554.01300 1518.7 2856.3 1461.0 1448.4 1360.2 1427.4 1481.2 19119.01400 1668.7 3123.9 1588.5 1574.8 1482.0 1552.7 1611.6 20695.11500 1823.1 3397.8 1717.9 1703.1 1606.0 1679.9 1744.0 22282.4
Enthalpy values in Table E.5 have been computed using the approximation
Cp = a + bT
so that
h − hD =∫Cp dT = (T − TD)
[a +
12b (T + TD)
]where datum temperature TD = 298.15 K and datum enthalpy hD(at T = TD) = 0 (this is equiv-alent to using a mean Cp between 298.15 K (25 C) and T ). The values of the constants are
tabulated below; T must be in K, giving h in kJ kg−1. The magnitudes of the maximum andmean errors in h refer to the range 0 to 1500 C.
carbon water atmos. carbondioxide vapour nitrogen nitrogen oxygen air monoxide hydrogen
CO2 H2O N2 (AN) O2 — CO H2
a 0.772 1.647 0.970 0.962 0.861 0.938 0.969 13.95b × 106 448 634 188 186 220 194 206 1114(kJ kg−1 K−2)
max. error 4.0 0.7 0.5 0.6 1.3 0.4 0.5 0.7mean. error 1.4 0.2 0.2 0.2 0.5 0.2 0.2 0.3(%)
Page 52 Mechanical Engineering Data & Formulae
E.7 Perfect gases
Table E.6: Molar Enthalpy of Formation h0f (kJ kmol−1 at 25 C and 1 atmosphere) as gas or
vapour (g), except where indicated as solid (s) or liquid (l).
carbon as graphite C(s) 0hydrogen H2 0methane CH4 –74 850ethane C2H6 –84 680propane C3H8 –103 850n-octane C8H18(l) –249 950ethanol C2H5OH(l) –277 690hydrogen peroxide H2O2 –136 310carbon dioxide CO2 –393 520water vapour H2O(g) –241 820liquid water H2O(l) –285 830nitrogen N2 0atmospheric nitrogen (AN) 0oxygen O2 0air — 0carbon monoxide C0 –110 530
Table E.7: Ideal gas molar enthalpy h (kJ kmol−1, 25 C da-tum)
carbon water atmos. carbondioxide vapour nitrogen nitrogen oxygen aira monoxide hydrogen
T (C) CO2 H2O N2 (AN) O2 — CO H2
0 –990 –823 –717 –715 –739 –719 –720 –71925 0 0 0 0 0 0 0 0
100 3 045 2 513 2 170 2 164 2 244 2 179 2 181 2 166200 7 276 5 964 5 110 5 096 5 297 5 133 5 139 5 074300 11 705 9 528 8 103 8 080 8 420 8 143 8 155 8 005400 16 332 13 207 11 148 11 117 11 614 11 210 11 229 10 957500 21 155 17 001 14 245 14 205 14 878 14 333 14 360 13 933600 26 176 20 908 17 396 17 347 18 213 17 512 17 550 16 931700 31 393 24 930 20 599 20 540 21 618 20 747 20 796 19 951800 36 808 29 066 23 855 23 786 25 094 24 038 24 101 22 994900 42 420 33 316 27 163 27 085 28 640 27 385 27 463 26 059
1000 48 229 37 680 30 524 30 436 32 256 30 789 30 883 29 1461100 54 236 42 159 33 938 33 839 35 943 34 249 34 361 32 2561200 60 439 46 751 37 404 37 295 39 700 37 765 37 896 35 3891300 66 840 51 458 40 923 40 803 43 527 41 337 41 489 38 5441400 73 438 56 280 44 495 44 363 47 425 44 965 45 140 41 7211500 80 233 61 215 48 119 47 976 51 393 48 650 48 848 44 921
aN.B. In a reaction equation, nox(O2 + 3.762N2) represents 4.762nox equivalent kmol of air
Mechanical Engineering Data & Formulae Page 53
E.8 Heating (or calorific) values of fuels
E.8 Heating (or calorific) values of fuels
M = molar mass
Cp = mean constant-pressure specific heat for use near 25 Cρ = approximate density
Abbreviations:
GCV gross calorific value (= HHV = HCV)HHV higher heating value (=GCV = HCV = negative of enthalpy of combustion
with liquid H20 in products)LHV lower heating value (=NCV = LCV = negative of enthalpy of combustion
with vapour H20 in products)NCV net calorific value (=LHV = LCV)
Table E.8: Heating (or calorific) values of gas fuels at 25 C.
Gas M HHV or GCV LHV or NCV Cp
kg kmol−1 kJ kg−1 kJ kg−1 kJ kg−1 K−1
hydrogen 2.016 141 800 119 980 14.31methane 16.04 55 500 50 020 2.23ethane 30.07 51 880 47 490 1.75propane 44.10 50 350 46 360 1.67n-butane 58.12 49 500 45 720 1.68n-pentane 72.15 49 020 45 360 1.67n-hexane 86.18 48 680 45 110 1.66carbon monoxide 28.01 10 100 10 100 1.04typical North Sea gasa 17.05 53 510 48 290 2.15
amolar composition: CH4 94.4%, C2H6 3.0%, N2 1.5%, other gases 1.1%. Elemental composition by mass: C73.26%, H 23.90%, O 0.38%, N 2.46%.
Table E.9: Heating (or calorific) values of liquid fuels at 25 C.
Approx. elemental
Liquid composition ρ HHV or GCV LHV or NCV Cp
by mass (%) kg m−3 kJ kg−1 kJ kg−1 kJ kg−1 K−1
n-octane C8H18 C84.1 H15.9 703 47 890 44 420 2.11methanol CH3OH C37.5 H12.6 O49.9 790 22 690 19 960 2.51petrol (gasoline) C85.0 H15.0 740 46 900 43 630 2.06kerosine C86.1 H13.9 770 46 140 43 100 2.02distillate fuel oil C86.8 H13.2 820 45 600 42 720 1.95
Page 54 Mechanical Engineering Data & Formulae
E.9 Properties of R134a refrigerant
E.9 Properties of R134a refrigerant
R134a or HFC134a is a hydrofluorocarbon refrigerant (1,1,1,2-tetrafluoroethane, CH2FCF3)with zero ozone-depleting potential, although it has some global warming potential. It is a sub-stitute for the chlorofluorocarbon refrigerant R12 (banned under the Montreal Protocol 1984) indomestic refrigeration and freezing applications and in the coolers of air conditioning plant.
T , Tsat = temperature, at saturationP = absolute pressurev = specific volume, m3 kg−1
h = specific enthalpy, kJ kg−1
s = specific entropy, kJ kg−1 K−1
Mechanical Engineering Data & Formulae Page 55
E.9 Properties of R134a refrigerant
Table E.10: Saturated Refrigerant 134a — Temperature (−60C to critical point)
T P vf vg hf hg sf sg
(C) bar (abs) m3 kg−1 m3 kg−1 kJ kg−1 kJ kg−1 kJ kg−1 K−1 kJ kg−1 K−1
−60 0.1587 0.0006795 1.0808 22.92 261.17 0.6828 1.8005−50 0.2942 0.0006923 0.6064 35.33 267.44 0.7396 1.7798
−40 0.5118 0.0007060 0.3609 47.88 273.71 0.7946 1.7632−35 0.6612 0.0007132 0.2838 54.22 276.84 0.8214 1.7562−30 0.8436 0.0007206 0.2257 60.60 279.95 0.8479 1.7500−25 1.064 0.0007284 0.1814 67.03 283.05 0.8740 1.7445
−20 1.327 0.0007364 0.1473 73.51 286.13 0.8998 1.7397−15 1.639 0.0007448 0.1206 80.05 289.18 0.9252 1.7354−10 2.005 0.0007536 0.09954 88.64 292.20 0.9504 1.7316−5 2.432 0.0007627 0.08279 93.29 295.19 0.9753 1.7283
0 2.925 0.0007723 0.06933 100.00 298.10 1.0000 1.7254
5 3.492 0.0007823 0.05842 106.78 301.02 1.0244 1.722810 4.139 0.0007929 0.04951 113.62 303.86 1.0486 1.720515 4.873 0.0008041 0.04218 120.54 306.64 1.0727 1.718520 5.702 0.0008160 0.03610 127.54 309.35 1.0965 1.7167
25 6.634 0.0008285 0.03102 134.61 311.97 1.1202 1.715030 7.675 0.0008419 0.02676 141.77 314.49 1.1437 1.713435 8.835 0.0008563 0.02315 149.02 316.91 1.1671 1.711940 10.12 0.0008718 0.02008 156.37 319.20 1.1904 1.7104
45 11.55 0.0008886 0.01746 163.83 321.34 1.2136 1.708750 13.11 0.0009068 0.01520 171.41 323.31 1.2368 1.7069
60 16.73 0.0009493 0.01154 187.00 326.60 1.2833 1.702480 26.21 0.001077 0.006516 221.07 328.95 1.3798 1.6852
101 40.55 0.001964 0.001964 289.40 289.40 1.5609 1.5609
Page 56 Mechanical Engineering Data & Formulae
E.9 Properties of R134a refrigerant
Table E.11: Saturated Refrigerant 134a — Pressure (0.2 bar to critical point)
P T vf vg hf hg sf sg
bar (abs) C m3 kg−1 m3 kg−1 kJ kg−1 kJ kg−1 kJ kg−1 K−1 kJ kg−1 K−1
0.2 −56.38 0.0006841 0.8703 27.40 263.44 0.7035 1.79250.4 −44.58 0.0006996 0.4547 42.11 270.84 0.7696 1.77030.6 −36.93 0.0007104 0.3109 51.77 275.64 0.8111 1.75880.8 −31.11 0.0007189 0.2373 59.18 279.26 0.8420 1.7513
1.0 −26.36 0.0007262 0.1923 65.28 282.21 0.8669 1.74601.2 −22.31 0.0007327 0.1620 70.51 284.71 0.8879 1.74181.4 −18.75 0.0007385 0.1400 75.14 286.89 0.9062 1.73851.6 −15.58 0.0007438 0.1234 79.29 288.83 0.9223 1.7358
2.0 −10.06 0.0007534 0.09978 86.53 292.16 0.9500 1.73162.5 −4.26 0.0007641 0.08062 94.28 295.62 0.9790 1.72783.0 0.70 0.0007737 0.06766 100.95 298.54 1.0034 1.72503.5 5.07 0.0007825 0.05829 106.87 301.06 1.0247 1.7228
4.0 8.98 0.0007907 0.05119 112.22 303.29 1.0437 1.72105.0 15.80 0.0008060 0.04113 121.66 307.08 1.0765 1.71826.0 21.66 0.0008201 0.03431 129.88 310.23 1.1044 1.7161
8.0 31.45 0.0008460 0.02565 143.86 315.21 1.1505 1.713010.0 39.55 0.0008703 0.02034 155.70 319.00 1.1883 1.710512.0 46.50 0.0008939 0.01675 166.09 321.95 1.2206 1.7082
15.0 55.45 0.0009289 0.01308 179.83 325.23 1.2621 1.704620.0 67.72 0.0009896 0.009318 199.58 328.37 1.3197 1.697530.0 86.38 0.001144 0.005306 233.52 327.42 1.4135 1.6747
40.55 101.00 0.001964 0.001964 289.35 289.35 1.5609 1.5609
Mechanical Engineering Data & Formulae Page 57
E.9 Properties of R134a refrigerant
Tabl
eE
.12:
Sup
erhe
ated
Ref
riger
ant1
34a
(0.2
bar
to1
bar)
0.2
bar
abs
0.4
bar
abs
0.6
bar
abs
0.8
bar
abs
1.0
bar
abs
(Tsa
t=−5
6.38 C
)(T
sat=−4
4.58 C
)(T
sat=−3
6.93 C
)(T
sat=−3
1.11 C
)(T
sat=−2
6.36 C
)T
( C
)v
hs
vh
sv
hs
vh
sv
hs
T( C
)
Sat
.0.
8703
263.
441.
7925
0.45
4727
0.84
1.77
030.
3109
275.
641.
7588
0.23
7327
9.26
1.75
130.
1923
282.
211.
7460
Sat
.
−50
0.89
7526
7.92
1.81
29−5
0−4
00.
9398
275.
081.
8443
0.46
4727
4.21
1.78
49−4
0−3
00.
9818
282.
411.
8750
0.48
6428
1.67
1.81
620.
3212
280.
901.
7808
0.23
8628
0.13
1.75
49−3
0−2
01.
0236
289.
911.
9053
0.50
7928
9.27
1.84
690.
3359
288.
611.
8119
0.24
9928
7.95
1.78
640.
1982
287.
271.
7662
−20
−10
1.06
5229
7.59
1.93
500.
5291
297.
031.
8769
0.35
0429
6.46
1.84
220.
2610
295.
881.
8171
0.20
7329
5.30
1.79
73−1
0
01.
107
305.
431.
9643
0.55
0230
4.94
1.90
640.
3647
304.
451.
8720
0.27
1930
3.94
1.84
720.
2162
303.
431.
8276
0
101.
148
313.
451.
9931
0.57
1231
3.02
1.93
550.
3789
312.
581.
9013
0.28
2731
2.14
1.87
670.
2250
311.
691.
8573
1020
1.18
932
1.64
2.02
150.
5921
321.
261.
9641
0.39
3032
0.87
1.93
000.
2935
320.
471.
9056
0.23
3732
0.08
1.88
6420
301.
231
330.
012.
0496
0.61
2932
9.66
1.99
220.
4071
329.
311.
9584
0.30
4132
8.96
1.93
410.
2423
328.
601.
9150
3040
1.27
233
8.54
2.07
730.
6337
338.
222.
0200
0.42
1033
7.91
1.98
630.
3147
337.
591.
9621
0.25
0933
7.27
1.94
3240
500.
6544
346.
952.
0475
0.43
5034
6.67
2.01
380.
3252
346.
381.
9897
0.25
9434
6.09
1.97
0950
600.
6751
355.
842.
0746
0.44
8935
5.58
2.04
100.
3357
355.
322.
0169
0.26
7935
5.05
1.99
8260
700.
4627
364.
662.
0678
0.34
6236
4.41
2.04
380.
2763
364.
172.
0251
7080
0.28
4737
3.44
2.05
1880
Page 58 Mechanical Engineering Data & Formulae
E.9 Properties of R134a refrigerant
Tabl
eE
.13:
Sup
erhe
ated
Ref
riger
ant1
34a
(1.5
bar
to4
bar)
1.5
bar
abs
2.0
bar
abs
2.5
bar
abs
3.0
bar
abs
3.5
bar
abs
(Tsa
t=−1
7.13 C
)(T
sat=−1
0.06 C
)(T
sat=−4.2
6 C
)(T
sat=
0.70 C
)(T
sat=
8.98 C
)T
(C
)v
hs
vh
sv
hs
vh
sv
hs
T(
C)
Sat
.0.
1311
287.
891.
7371
0.09
9829
2.16
1.73
160.
0806
295.
621.
7278
0.06
7729
8.54
1.72
500.
0512
303.
291.
7210
Sat
.
−10
0.13
5729
3.79
1.75
990.
0998
292.
221.
7318
−10
00.
1419
302.
131.
7910
0.10
4730
0.77
1.76
380.
0824
299.
371.
7416
0
100.
1481
310.
551.
8212
0.10
9530
9.37
1.79
470.
0864
308.
151.
7732
0.07
0930
6.90
1.75
500.
0515
304.
251.
7244
1020
0.15
4131
9.07
1.85
080.
1142
318.
031.
8247
0.09
0231
6.97
1.80
380.
0742
315.
881.
7862
0.05
4231
3.59
1.75
6820
300.
1600
327.
701.
8798
0.11
8732
6.78
1.85
410.
0940
325.
841.
8336
0.07
7532
4.88
1.81
640.
0568
322.
891.
7880
3040
0.16
5833
6.46
1.90
820.
1232
335.
641.
8828
0.09
7733
4.80
1.86
270.
0806
333.
951.
8458
0.05
9333
2.18
1.81
8140
500.
1716
345.
361.
9362
0.12
7734
4.61
1.91
100.
1013
343.
861.
8911
0.08
3734
3.09
1.87
450.
0617
341.
511.
8475
50
600.
1773
354.
391.
9637
0.13
2135
3.71
1.93
880.
1049
353.
031.
9191
0.08
6835
2.33
1.90
270.
0641
350.
911.
8761
6070
0.18
3136
3.56
1.99
080.
1364
362.
941.
9661
0.10
8536
2.31
1.94
650.
0898
361.
681.
9303
0.06
6536
0.38
1.90
4170
800.
1887
372.
872.
0176
0.14
0837
2.30
1.99
300.
1120
371.
731.
9736
0.09
2837
1.14
1.95
750.
0688
369.
961.
9316
8090
0.19
4438
2.34
2.04
400.
1451
381.
812.
0195
0.11
5538
1.27
2.00
020.
0957
380.
731.
9843
0.07
1037
9.64
1.95
8690
100
0.20
0039
1.95
2.07
010.
1493
391.
452.
0457
0.11
8939
0.95
2.02
650.
0986
390.
452.
0107
0.07
3338
9.44
1.98
5310
0
110
0.15
3640
1.24
2.07
160.
1224
400.
772.
0525
0.10
1540
0.31
2.03
680.
0755
399.
362.
0115
110
120
0.10
4441
0.30
2.06
250.
0777
409.
412.
0374
120
130
0.07
9941
9.59
2.06
3013
0
Mechanical Engineering Data & Formulae Page 59
E.9 Properties of R134a refrigerant
Tabl
eE
.14:
Sup
erhe
ated
Ref
riger
ant1
34a
(5ba
rto
12ba
r)
5ba
rab
s6
bar
abs
8ba
rab
s10
bar
abs
12ba
rab
s(T
sat=
15.8
0 C
)(T
sat=
21.6
6 C
)(T
sat=
31.4
5 C
)(T
sat=
39.5
5 C
)(T
sat=
46.5
0 C
)T
( C
)v
hs
vh
sv
hs
vh
sv
hs
T( C
)
Sat
.0.
0411
307.
081.
7182
0.03
4331
0.23
1.71
610.
0256
315.
211.
7130
0.02
0331
9.00
1.71
050.
0167
321.
951.
7082
Sat
.
200.
0421
311.
161.
7322
2030
0.04
4332
0.79
1.76
450.
0360
318.
561.
7440
3040
0.04
6533
0.34
1.79
550.
0379
328.
411.
7760
0.02
7032
4.24
1.74
220.
0204
319.
511.
7121
4050
0.04
8533
9.88
1.82
550.
0397
338.
181.
8067
0.02
8633
4.56
1.77
470.
0218
330.
581.
7469
0.01
7232
6.10
1.72
1150
600.
0505
349.
441.
8546
0.04
1434
7.93
1.83
640.
0300
344.
741.
8057
0.02
3134
1.30
1.77
960.
0184
337.
531.
7559
6070
0.05
2435
9.06
1.88
310.
0431
357.
691.
8653
0.03
1435
4.85
1.83
560.
0243
351.
821.
8107
0.01
9534
8.56
1.78
8670
800.
0543
368.
751.
9109
0.04
4736
7.51
1.89
350.
0327
364.
941.
8646
0.02
5436
2.23
1.84
060.
0205
359.
361.
8196
8090
0.05
6237
8.53
1.93
820.
0463
377.
391.
9210
0.03
3937
5.05
1.89
280.
0265
372.
601.
8696
0.02
1537
0.04
1.84
9490
100
0.05
8138
8.41
1.96
510.
0479
387.
361.
9481
0.03
5238
5.21
1.92
040.
0276
382.
971.
8978
0.02
2438
0.65
1.87
8210
0
110
0.05
9939
8.40
1.99
150.
0495
397.
421.
9747
0.03
6439
5.43
1.94
750.
0286
393.
381.
9253
0.02
3439
1.26
1.90
6311
012
00.
0617
408.
512.
0175
0.05
1040
7.60
2.00
100.
0376
405.
751.
9740
0.02
9640
3.84
1.95
220.
0242
401.
891.
9337
120
130
0.06
3541
8.74
2.04
320.
0525
417.
892.
0268
0.03
8841
6.15
2.00
020.
0306
414.
381.
9787
0.02
5141
2.57
1.96
0513
014
00.
0653
429.
112.
0686
0.05
4042
8.30
2.05
230.
0400
426.
672.
0259
0.03
1642
5.01
2.00
480.
0259
423.
321.
9868
140
150
0.04
1243
7.30
2.05
140.
0325
435.
732.
0304
0.02
6843
4.15
2.01
2715
0
Page 60 Mechanical Engineering Data & Formulae
E.9 Properties of R134a refrigerant
Tabl
eE
.15:
Sup
erhe
ated
Ref
riger
ant1
34a
(16
bar
to30
bar)
15ba
rab
s18
bar
abs
22ba
rab
s26
bar
abs
30ba
rab
s(T
sat=
55.4
5 C
)(T
sat=
63.1
3 C
)(T
sat=
71.9
6 C
)(T
sat=
79.6
2 C
)(T
sat=
86.3
8 C
)T
( C
)v
hs
vh
sv
hs
vh
sv
hs
T( C
)
Sat
.0.
0131
325.
231.
7046
0.01
0632
7.42
1.70
060.
0082
632
8.95
1.69
410.
0065
932
8.99
1.68
580.
0053
132
7.42
1.67
47S
at.
600.
0136
331.
031.
7222
6070
0.01
4734
3.14
1.75
800.
0113
336.
801.
7282
7080
0.01
5635
4.70
1.79
120.
0123
349.
461.
7646
0.00
909
341.
131.
7290
0.00
664
329.
721.
6878
8090
0.01
6536
5.94
1.82
250.
0131
361.
451.
7981
0.00
993
354.
661.
7668
0.00
763
346.
451.
7346
0.00
575
335.
431.
6969
9010
00.
0173
376.
991.
8526
0.01
3937
3.05
1.82
960.
0107
367.
281.
8011
0.00
840
360.
681.
7732
0.00
665
352.
831.
7442
100
110
0.01
8138
7.94
1.88
150.
0146
384.
421.
8596
0.01
1337
9.37
1.83
310.
0090
537
3.80
1.80
790.
0073
436
7.52
1.78
3011
012
00.
0189
398.
851.
9096
0.01
5339
5.67
1.88
860.
0120
391.
171.
8634
0.00
965
386.
311.
8402
0.00
793
381.
001.
8178
120
130
0.01
9640
9.76
1.93
710.
0159
406.
851.
9167
0.01
2540
2.78
1.89
260.
0102
398.
451.
8707
0.00
846
393.
831.
8500
130
140
0.02
0342
0.71
1.96
390.
0165
418.
021.
9441
0.01
3141
4.30
1.92
080.
0107
410.
381.
8999
0.00
894
406.
271.
8805
140
150
0.02
1043
1.71
1.99
020.
0171
429.
211.
9708
0.01
3642
5.77
1.94
830.
0112
422.
191.
9281
0.00
940
418.
471.
9096
150
Mechanical Engineering Data & Formulae Page 61
E.10 Transport properties of air, water and steam
E.10 Transport properties of air, water and steam
Cp = specific heat at constant pressure kJ kg−1 K−1
Cv = specific heat at constant volume kJ kg−1 K−1
k = thermal conductivity W m−1 K−1
T = temperature K or Cx = definition kJ kg−1 K−1
x = definition kJ kg−1 K−1
α = thermal diffusivity m2 s−1
µ = absolute viscosity kg m−1 s−1 (= N s m−2)ν = kinematic viscosity m2 s−1
ρ = density kg m−3
Page 62 Mechanical Engineering Data & Formulae
E.10 Transport properties of air, water and steam
Tabl
eE
.16:
Tran
spor
tpro
pert
ies
ofdr
yai
rat
atm
osph
eric
pres
sure
Spe
cific
heat
Abs
olut
eat
cons
tant
(or
dyna
mic
)K
inem
atic
The
rmal
The
rmal
Pra
ndtl
Tem
pera
ture
Den
sity
pres
sure
visc
osity
visc
osity
cond
uctiv
itydiffu
sivi
tynu
mbe
rTe
mpe
ratu
re
Tρ
Cp
µν=µ ρ
kα
Pr=µC
p
kgβ αν=
GrP
r
L3∆T
T
(C
)(k
gm−3
)(J
kg−1
K−1
)(k
gm−1
s−1)
(m2
s−1)
(Wm−1
K−1
)(m
2s−
1)
(m−3
K−1
)(
C)
−180
3.72
1035
6.50×
10−6
1.75×
10−6
0.00
761.
9×
10−6
0.92
3.2×
1010
−180
−100
2.04
1010
1.16×
10−5
5.69×
10−6
0.01
67.
6×
10−6
0.75
1.3×
109
−100
−50
1.58
210
061.
45×
10−5
9.17×
10−6
0.02
01.
30×
10−5
0.72
3.67×
108
−50
01.
293
1006
1.71×
10−5
1.32×
10−5
0.02
41.
84×
10−5
0.72
1.48×
108
010
1.24
710
061.
76×
10−5
1.41×
10−5
0.02
51.
96×
10−5
0.72
1.25×
108
1020
1.20
510
061.
81×
10−5
1.50×
10−5
0.02
52.
08×
10−5
0.72
1.07×
108
20
301.
165
1006
1.86×
10−5
1.60×
10−5
0.02
62.
23×
10−5
0.72
9.07×
107
3060
1.06
010
082.
00×
10−5
1.89×
10−5
0.02
82.
74×
10−5
0.70
5.71×
107
6010
00.
946
1011
2.18×
10−5
2.30×
10−5
0.03
23.
28×
10−5
0.70
3.48×
107
100
200
0.74
610
252.
58×
10−5
3.46×
10−5
0.03
95.
19×
10−5
0.68
9.53×
106
200
300
0.61
610
452.
95×
10−5
4.79×
10−5
0.04
57.
17×
10−5
0.68
4.96×
106
300
500
0.45
610
933.
58×
10−5
7.85×
10−5
0.05
61.
14×
10−4
0.70
1.42×
106
500
1000
0.27
711
854.
82×
105
1.74×
10−4
0.07
62.
42×
10−4
0.72
1.8×
105
1000
Mechanical Engineering Data & Formulae Page 63
E.10 Transport properties of air, water and steam
Tabl
eE
.17:
Tran
spor
tpro
pert
ies
ofsa
tura
ted
wat
eran
dst
eam
Spe
cific
heat
atT
herm
alA
bsol
ute
(or
dyna
mic
)P
rand
tlnu
mbe
r
Tem
p.S
peci
ficvo
lum
eco
nsta
ntpr
essu
reco
nduc
tivity
visc
osity
µC
p
kTe
mp.
Tv f
v gC
pfC
pgk f
k gµ
fµ
gP
r fP
r gT
(C
)(m
3kg−1
)(m
3kg−1
)(J
kg−1
K−1
)(J
kg−1
K−1
)(W
m−1
K−1
)(W
m−1
K−1
)(k
gm−1
s−1)
(kg
m−1
s−1)
(C
)
0.01
0.00
1000
206.
042
1718
540.
569
0.01
731.
755×
10−3
8.8×
10−6
13.0
20.
942
0.01
100.
0010
0010
6.3
4193
1860
0.58
70.
0185
1.30
1×
10−3
9.1×
10−6
9.29
0.91
510
200.
0010
0257
.78
4182
1866
0.60
30.
0191
1.00
2×
10−3
9.4×
10−6
6.95
0.91
820
300.
0010
0432
.90
4179
1875
0.61
80.
0198
7.97×
10−4
9.7×
10−6
5.39
0.92
330
400.
0010
0819
.53
4179
1885
0.63
20.
0204
6.51×
10−4
1.01×
10−5
4.31
0.93
040
500.
0010
1212
.04
4181
1899
0.64
30.
0210
5.44×
10−4
1.04×
10−5
3.53
0.93
950
600.
0010
177.
674
4185
1915
0.65
30.
0217
4.62×
10−4
1.07×
10−5
2.96
0.94
760
700.
0010
235.
045
4190
1936
0.66
20.
0224
4.00×
10−4
1.11×
10−5
2.53
0.95
670
800.
0010
293.
409
4197
1962
0.67
00.
0231
3.50×
10−4
1.14×
10−5
2.19
0.96
680
900.
0010
362.
362
4205
1992
0.67
60.
0240
3.11×
10−4
1.17×
10−5
1.93
0.97
690
100
0.00
1043
1.67
442
1620
280.
681
0.02
492.
78×
10−4
1.21×
10−5
1.72
30.
986
100
125
0.00
1065
0.77
0942
5421
470.
687
0.02
722.
19×
10−4
1.33×
10−5
1.35
81.
047
125
150
0.00
1090
0.39
2943
1023
140.
687
0.03
001.
80×
10−4
1.44×
10−5
1.13
31.
110
150
175
0.00
1121
0.21
6843
8925
420.
679
0.03
341.
53×
10−4
1.56×
10−5
0.99
01.
185
175
200
0.00
1156
0.12
7344
9728
430.
665
0.03
751.
33×
10−4
1.67×
10−5
0.90
21.
270
200
225
0.00
1199
0.07
846
4648
3238
0.64
40.
0427
1.18
2×
10−4
1.79×
10−5
0.85
31.
3622
525
00.
0012
510.
0501
148
6737
720.
616
0.04
951.
065×
10−4
1.91×
10−5
0.84
11.
4525
027
50.
0013
170.
0327
852
0245
610.
582
0.05
879.
72×
10−5
2.02×
10−5
0.86
91.
5627
530
00.
0014
040.
0216
757
6258
630.
541
0.07
198.
97×
10−5
2.14×
10−5
0.95
51.
7430
032
50.
0015
280.
0141
968
6184
400.
493
0.09
297.
90×
10−5
2.30×
10−5
1.10
02.
0932
5
350
0.00
1740
0.00
8812
1010
017
150
0.43
70.
1343
6.48×
10−5
2.58×
10−5
1.50
3.29
350
360
0.00
1894
0.00
6962
1460
025
100
0.40
00.
168
5.82×
10−5
2.75×
10−5
2.11
3.89
360
374
0.00
3106
0.00
3106
∞∞
0.24
0.24
4.5×
10−5
4.5×
10−5
∞∞
374
Page 64 Mechanical Engineering Data & Formulae
E.11 Approximate physical properties
E.11 Approximate physical properties
ρ = density kg m−3
Cp = specific heat at constant pressure J kg−1 K−1
k = thermal conductivity W m−1 K−1
µ = absolute or dynamic viscosity kg m−1 m−1 or N s m−2
σ = surface tension N m−1
Table E.18: Approximate physical properties at 20 C, 1 bar.
Gasesa ρ Cp k µ
air 1.19 1 010 0.025 1.81 × 10−5
oxygen 1.31 910 0.026 2.03 × 10−5
nitrogen 1.15 1 040 0.026 1.76 × 10−5
carbon dioxide 1.80 8 40 0.017 1.47 × 10−5
hydrogen 0.083 14 300 0.18 0.88 × 10−5
helium 0.164 5 230 0.14 1.96 × 10−5
Liquids ρ Cp k µ σ
water 1000 4 190 0.60 1.00 × 10−3 0.073mercury 13 600 140 8.7 1.55 × 10−3 0.51ethanol 790 2 860 0.19 1.20 × 10−3 0.022R134a (25 C) 1 210 1430 0.080 0.21 × 10−3
Solids ρ Cp k Notes
mild steel 7 850 460 52stainless steel 7810 460 16 18% Ni & 8% Craluminium alloy 2720 880 170 Duralumincopper 8 950 380 400brass 8 410 380 120 30% Znpolyethylene 1 000 2 100 0.5 moderately high densityexpanded polystyrene 25 0.04 boardconcrete 2 400 900 1.0 moderately densebrick 1 800 750 0.6 common building brickwood 500 2 500 0.15 pine & dryglass 2 500 800 1.0 window
aNB. Constant Cp values in Table E.3 are averages over a range of temperature. Cp(T ) relationships used in TableE.5 are fits over a different temperature range. Neither will necessarily agree well with the 20 C values tabulatedhere.
Mechanical Engineering Data & Formulae Page 65
E.11 Approximate physical properties
Psy
chro
met
ric c
hart
for m
oist
air
at a
tmos
pher
ic p
ress
ure
wet-bu
lb
tempe
rature Tw, °C
rela
tive
hum
idity
φ, %
dry-
bulb
tem
pera
ture
Td,
°C (=
actu
al m
ixtu
re te
mpe
ratu
re)
90
0.90
Mix
ture
spe
cific
vol
ume
v, m
3/k
g
0.85
0.80
0.75
8070
6050
4030
200.
030
0.02
8
0.02
6
0.02
4
0.02
2
0.02
0
0.01
8
0.01
6
0.01
4
0.01
2
0.01
0
0.00
8
0.00
6
0.00
4
0.00
2
0–1
0–5
05
1015
2025
3035
4045
5055
60
–10
–5
0
5
10
15
20
25
30
specific humidity ω (kg water vapour per kg dry air)
Figure E.2: Psychrometric Chart
Page 66 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
h = specific enthalpy kJ kg−1
P = absolute pressure bar (1 bar = 105 Pa = 105 N m−2)s = specific entropy kJ kg−1 K−1
T = temperature Cu = specific internal energy kJ kg−1
v = specific volume m−3 kg−1
Subscripts:
f = saturated liquid statefg = change between saturated liquid and saturated vapour states at constant pressure
(hfg = hg − hf)g = saturated vapour statesat = saturation state
Properties in these tables were evaluated from the Industrial Formulation 1997 of the Interna-tional Association for the Properties of Water and Steam (IAPWS). There are small differencesbetween these values and those in use in the Department of Mechanical Engineering up to2003 (evaluated from the IAPWS 1984 Formulation for Scientific and General Use and 1986Supplementary Release on Saturation Properties).
Triple point: T = 0.01 C P = 0.006117 barCritical point: T = 373.95 C P = 220.64 bar
u and s are chosen to be zero for saturated liquid at the triple point.
Linear interpolation in the tables is not advisable near the critical point.
Mechanical Engineering Data & Formulae Page 67
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Table E.19: Saturated water and steam — Temperature (triple point to 100 C)
T P vf vg uf ug hf hfg hg sf sgC bar (abs) m3 kg−1 m3 kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 K−1 kJ kg−1 K−1
0.01 0.006117 0.001000 206.0 0 2374.9 0.000612 2500.9 2500.9 0 9.155
1 0.006571 0.001000 192.4 4.18 2376.3 4.177 2498.6 2502.7 0.0153 9.1292 0.007060 0.001000 179.8 8.39 2377.7 8.392 2496.2 2504.6 0.0306 9.1033 0.007581 0.001000 168.0 12.60 2379.0 12.60 2493.8 2506.4 0.0459 9.0764 0.008135 0.001000 157.1 16.81 2380.4 16.81 2491.4 2508.2 0.0611 9.0515 0.008726 0.001000 147.0 21.02 2381.8 21.02 2489.1 2510.1 0.0763 9.025
6 0.009354 0.001000 137.6 25.22 2383.2 25.22 2486.7 2511.9 0.0913 8.9997 0.01002 0.001000 128.9 29.42 2384.5 29.43 2484.3 2513.7 0.1064 8.9748 0.01073 0.001000 120.8 33.62 2385.9 33.63 2481.9 2515.6 0.1213 8.9499 0.01148 0.001000 113.3 37.82 2387.3 37.82 2479.6 2517.4 0.1362 8.924
10 0.01228 0.001000 106.3 42.02 2388.7 42.02 2477.2 2519.2 0.1511 8.900
11 0.01313 0.001000 99.79 46.21 2390.0 46.22 2474.8 2521.1 0.1659 8.87612 0.01403 0.001001 93.72 50.41 2391.4 50.41 2472.5 2522.9 0.1806 8.85113 0.01498 0.001001 88.07 54.60 2392.8 54.60 2470.1 2524.7 0.1953 8.82814 0.01599 0.001001 82.80 58.79 2394.1 58.79 2467.7 2526.5 0.2099 8.80415 0.01706 0.001001 77.88 62.98 2395.5 62.98 2465.4 2528.4 0.2245 8.780
16 0.01819 0.001001 73.29 67.17 2396.9 67.17 2463.0 2530.2 0.2390 8.75717 0.01938 0.001001 69.01 71.36 2398.3 71.36 2460.6 2532.0 0.2534 8.73418 0.02065 0.001001 65.00 75.55 2399.6 75.55 2458.3 2533.8 0.2678 8.71119 0.02198 0.001002 61.26 79.73 2401.0 79.73 2455.9 2535.7 0.2822 8.68920 0.02339 0.001002 57.76 83.92 2402.4 83.92 2453.5 2537.5 0.2965 8.666
21 0.02488 0.001002 54.49 88.10 2403.7 88.10 2451.2 2539.3 0.3108 8.64422 0.02645 0.001002 51.42 92.29 2405.1 92.29 2448.8 2541.1 0.3250 8.62223 0.02811 0.001003 48.55 96.47 2406.4 96.47 2446.4 2542.9 0.3391 8.60024 0.02986 0.001003 45.86 100.7 2407.8 100.7 2444.1 2544.7 0.3532 8.57825 0.03170 0.001003 43.34 104.8 2409.2 104.8 2441.7 2546.5 0.3673 8.557
26 0.03364 0.001003 40.98 109.0 2410.5 109.0 2439.3 2548.4 0.3813 8.53527 0.03568 0.001004 38.76 113.2 2411.9 113.2 2437.0 2550.2 0.3952 8.51428 0.03783 0.001004 36.68 117.4 2413.2 117.4 2434.6 2552.0 0.4091 8.49329 0.04009 0.001004 34.72 121.6 2414.6 121.6 2432.2 2553.8 0.4230 8.47330 0.04247 0.001004 32.88 125.7 2415.9 125.7 2429.8 2555.6 0.4368 8.452
32 0.04759 0.001005 29.53 134.1 2418.7 134.1 2425.1 2559.2 0.4643 8.41134 0.05325 0.001006 26.56 142.5 2421.4 142.5 2420.3 2562.8 0.4916 8.37236 0.05948 0.001006 23.93 150.8 2424.0 150.8 2415.6 2566.4 0.5187 8.33238 0.06632 0.001007 21.60 159.2 2426.7 159.2 2410.8 2570.0 0.5457 8.29440 0.07384 0.001008 19.52 167.5 2429.4 167.5 2406.0 2573.5 0.5724 8.256
42 0.08209 0.001009 17.67 175.9 2432.1 175.9 2401.2 2577.1 0.5990 8.21844 0.09112 0.001009 16.01 184.2 2434.8 184.3 2396.4 2580.7 0.6255 8.18246 0.1010 0.001010 14.54 192.6 2437.4 192.6 2391.6 2584.2 0.6517 8.14548 0.1118 0.001011 13.21 201.0 2440.1 201.0 2386.8 2587.8 0.6778 8.11050 0.1235 0.001012 12.03 209.3 2442.8 209.3 2382.0 2591.3 0.7038 8.075
52 0.1363 0.001013 10.96 217.7 2445.4 217.7 2377.1 2594.8 0.7296 8.04054 0.1502 0.001014 10.01 226.0 2448.0 226.1 2372.3 2598.4 0.7552 8.00756 0.1653 0.001015 9.145 234.4 2450.7 234.4 2367.4 2601.9 0.7807 7.97358 0.1817 0.001016 8.369 242.8 2453.3 242.8 2362.6 2605.4 0.8060 7.94060 0.1995 0.001017 7.668 251.1 2455.9 251.2 2357.7 2608.8 0.8312 7.908
62 0.2187 0.001018 7.034 259.5 2458.5 259.5 2352.8 2612.3 0.8563 7.87664 0.2394 0.001019 6.460 267.9 2461.1 267.9 2347.9 2615.8 0.8811 7.84566 0.2618 0.001020 5.940 276.2 2463.7 276.3 2343.0 2619.2 0.9059 7.81468 0.2860 0.001022 5.468 284.6 2466.3 284.6 2338.0 2622.7 0.9305 7.78470 0.3120 0.001023 5.040 293.0 2468.9 293.0 2333.1 2626.1 0.9550 7.754
72 0.3400 0.001024 4.650 301.4 2471.4 301.4 2328.1 2629.5 0.9793 7.72574 0.3701 0.001025 4.295 309.7 2474.0 309.8 2323.1 2632.9 1.004 7.69676 0.4024 0.001026 3.971 318.1 2476.5 318.2 2318.1 2636.3 1.028 7.66778 0.4370 0.001028 3.675 326.5 2479.0 326.6 2313.1 2639.7 1.052 7.63980 0.4741 0.001029 3.405 334.9 2481.6 334.9 2308.1 2643.0 1.075 7.611
82 0.5139 0.001030 3.158 343.3 2484.1 343.3 2303.0 2646.4 1.099 7.58484 0.5564 0.001032 2.932 351.7 2486.6 351.7 2297.9 2649.7 1.123 7.55786 0.6017 0.001033 2.724 360.1 2489.0 360.1 2292.8 2653.0 1.146 7.53088 0.6502 0.001035 2.534 368.5 2491.5 368.6 2287.7 2656.3 1.169 7.50490 0.7018 0.001036 2.359 376.9 2494.0 377.0 2282.6 2659.5 1.193 7.478
92 0.7568 0.001037 2.198 385.3 2496.4 385.4 2277.4 2662.8 1.216 7.45394 0.8154 0.001039 2.050 393.7 2498.8 393.8 2272.2 2666.0 1.239 7.42796 0.8777 0.001040 1.914 402.1 2501.2 402.2 2267.0 2669.2 1.262 7.40398 0.9439 0.001042 1.788 410.6 2503.6 410.7 2261.7 2672.4 1.284 7.378100 1.0142 0.001043 1.672 419.0 2506.0 419.1 2256.5 2675.6 1.307 7.354
Page 68 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Table E.20: Saturated water and steam — Pressure (triple point to 2 bar)
P T vf vg uf ug hf hfg hg sf sg
bar (abs) C m3 kg−1 m3 kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 K−1 kJ kg−1 K−1
0.006117 0.01 0.001000 206.0 0 2374.9 0.000611783 2500.9 2500.9 0 9.155
0.008 3.76 0.001000 159.6 15.81 2380.1 15.809 2492.0 2507.8 0.0575 9.0570.010 6.97 0.001000 129.2 29.30 2384.5 29.298 2484.4 2513.7 0.1059 8.9750.012 9.65 0.001000 108.7 40.57 2388.2 40.569 2478.0 2518.6 0.1460 8.9080.014 11.97 0.001001 93.90 50.28 2391.4 50.28 2472.5 2522.8 0.1802 8.8520.016 14.01 0.001001 82.75 58.83 2394.2 58.84 2467.7 2526.6 0.2101 8.8040.018 15.84 0.001001 74.01 66.49 2396.7 66.49 2463.4 2529.9 0.2366 8.761
0.020 17.50 0.001001 66.99 73.43 2398.9 73.43 2459.5 2532.9 0.2606 8.7230.022 19.01 0.001002 61.21 79.79 2401.0 79.79 2455.9 2535.7 0.2824 8.6880.024 20.41 0.001002 56.38 85.65 2402.9 85.66 2452.6 2538.2 0.3024 8.6570.026 21.72 0.001002 52.27 91.11 2404.7 91.11 2449.5 2540.6 0.3210 8.6280.028 22.94 0.001002 48.73 96.20 2406.4 96.20 2446.6 2542.8 0.3382 8.601
0.030 24.08 0.001003 45.66 100.99 2407.9 100.99 2443.9 2544.9 0.3543 8.5770.035 26.67 0.001003 39.47 111.83 2411.4 111.84 2437.7 2549.6 0.3907 8.5210.040 28.96 0.001004 34.79 121.40 2414.5 121.40 2432.3 2553.7 0.4224 8.4730.045 31.01 0.001005 31.13 129.98 2417.3 129.98 2427.4 2557.4 0.4507 8.4310.050 32.88 0.001005 28.19 137.76 2419.8 137.77 2423.0 2560.8 0.4763 8.394
0.060 36.16 0.001006 23.73 151.49 2424.3 151.49 2415.2 2566.7 0.5209 8.3290.070 39.00 0.001007 20.53 163.36 2428.1 163.37 2408.4 2571.8 0.5591 8.2750.080 41.51 0.001008 18.10 173.84 2431.4 173.85 2402.4 2576.2 0.5925 8.2270.090 43.76 0.001009 16.20 183.25 2434.5 183.26 2397.0 2580.3 0.6223 8.1860.100 45.81 0.001010 14.67 191.80 2437.2 191.81 2392.1 2583.9 0.6492 8.149
0.11 47.68 0.001011 13.41 199.65 2439.7 199.66 2387.6 2587.2 0.6737 8.1150.12 49.42 0.001012 12.36 206.90 2442.0 206.91 2383.4 2590.3 0.6963 8.0850.13 51.04 0.001013 11.46 213.65 2444.1 213.66 2379.5 2593.1 0.7172 8.0570.14 52.55 0.001013 10.69 220.0 2446.1 220.0 2375.8 2595.8 0.7366 8.0310.15 53.97 0.001014 10.02 225.9 2448.0 225.9 2372.4 2598.3 0.7548 8.007
0.16 55.31 0.001015 9.431 231.5 2449.8 231.6 2369.1 2600.7 0.7720 7.9850.17 56.59 0.001015 8.909 236.9 2451.4 236.9 2366.0 2602.9 0.7882 7.9640.18 57.80 0.001016 8.443 241.9 2453.0 241.9 2363.1 2605.0 0.8035 7.9440.19 58.95 0.001017 8.025 246.8 2454.5 246.8 2360.2 2607.0 0.8181 7.9250.20 60.06 0.001017 7.648 251.4 2456.0 251.4 2357.5 2608.9 0.8320 7.907
0.22 62.13 0.001018 6.994 260.1 2458.7 260.1 2352.5 2612.6 0.8579 7.8740.24 64.05 0.001019 6.446 268.1 2461.2 268.1 2347.8 2615.9 0.8818 7.8440.26 65.84 0.001020 5.979 275.6 2463.5 275.6 2343.4 2619.0 0.9040 7.8170.28 67.52 0.001021 5.578 282.6 2465.7 282.6 2339.2 2621.8 0.9246 7.7910.30 69.10 0.001022 5.229 289.2 2467.7 289.2 2335.3 2624.6 0.9439 7.767
0.35 72.68 0.001024 4.525 304.2 2472.3 304.3 2326.4 2630.7 0.9876 7.7150.40 75.86 0.001026 3.993 317.5 2476.3 317.6 2318.5 2636.1 1.026 7.6690.45 78.71 0.001028 3.576 329.5 2479.9 329.6 2311.3 2640.9 1.060 7.6290.50 81.32 0.001030 3.240 340.4 2483.2 340.5 2304.7 2645.2 1.091 7.5930.55 83.71 0.001032 2.964 350.5 2486.2 350.5 2298.7 2649.2 1.119 7.561
0.60 85.93 0.001033 2.732 359.8 2488.9 359.8 2293.0 2652.9 1.145 7.5310.65 87.99 0.001035 2.535 368.5 2491.5 368.5 2287.7 2656.2 1.169 7.5040.70 89.93 0.001036 2.365 376.6 2493.9 376.7 2282.7 2659.4 1.192 7.4790.75 91.76 0.001037 2.217 384.3 2496.1 384.4 2278.0 2662.4 1.213 7.4560.80 93.49 0.001038 2.087 391.6 2498.2 391.6 2273.5 2665.2 1.233 7.434
0.85 95.13 0.001040 1.972 398.5 2500.2 398.5 2269.3 2667.8 1.252 7.4130.90 96.69 0.001041 1.869 405.0 2502.1 405.1 2265.2 2670.3 1.269 7.3940.95 98.18 0.001042 1.777 411.3 2503.8 411.4 2261.3 2672.7 1.286 7.3761.00 99.61 0.001043 1.694 417.3 2505.5 417.4 2257.5 2674.9 1.303 7.359
1.01325 99.97 0.001043 1.673 418.9 2506.0 419.0 2256.5 2675.5 1.307 7.354
1.1 102.3 0.001045 1.550 428.7 2508.7 428.8 2250.4 2679.2 1.333 7.3271.2 104.8 0.001047 1.428 439.2 2511.6 439.3 2243.8 2683.1 1.361 7.2981.3 107.1 0.001049 1.325 449.0 2514.3 449.1 2237.5 2686.6 1.387 7.2711.4 109.3 0.001051 1.237 458.2 2516.9 458.4 2231.6 2690.0 1.411 7.2461.5 111.4 0.001053 1.159 466.9 2519.2 467.1 2226.0 2693.1 1.434 7.223
1.6 113.3 0.001054 1.091 475.2 2521.4 475.3 2220.7 2696.0 1.455 7.2011.7 115.1 0.001056 1.031 483.0 2523.5 483.2 2215.6 2698.8 1.475 7.1811.8 116.9 0.001058 0.9775 490.5 2525.5 490.7 2210.7 2701.4 1.494 7.1621.9 118.6 0.001059 0.9293 497.6 2527.3 497.8 2206.1 2703.9 1.513 7.1442.0 120.2 0.001061 0.8857 504.5 2529.1 504.7 2201.6 2706.2 1.530 7.127
Mechanical Engineering Data & Formulae Page 69
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Table E.21: Saturated water and steam — Pressure (triple point to 2 bar)
P T vf vg uf ug hf hfg hg sf sg
bar (abs) C m3 kg−1 m3 kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 K−1 kJ kg−1 K−1
2.0 120.2 0.001061 0.8857 504.5 2529.1 504.7 2201.6 2706.2 1.530 7.1272.2 123.3 0.001063 0.8101 517.4 2532.4 517.6 2193.0 2710.6 1.563 7.0952.4 126.1 0.001066 0.7467 529.4 2535.4 529.6 2185.0 2714.6 1.593 7.0662.6 128.7 0.001068 0.6928 540.6 2538.2 540.9 2177.4 2718.3 1.621 7.0392.8 131.2 0.001071 0.6463 551.2 2540.8 551.5 2170.3 2721.7 1.647 7.015
3.0 133.5 0.001073 0.6058 561.1 2543.2 561.5 2163.4 2724.9 1.672 6.9923.2 135.7 0.001075 0.5702 570.6 2545.4 570.9 2156.9 2727.9 1.695 6.9703.4 137.8 0.001078 0.5387 579.6 2547.5 580.0 2150.7 2730.6 1.717 6.9503.6 139.9 0.001080 0.5105 588.2 2549.5 588.6 2144.7 2733.3 1.738 6.9313.8 141.8 0.001082 0.4852 596.4 2551.3 596.8 2138.9 2735.7 1.758 6.913
4.0 143.6 0.001084 0.4624 604.3 2553.1 604.7 2133.3 2738.1 1.777 6.8954.2 145.4 0.001085 0.4417 611.9 2554.8 612.3 2127.9 2740.3 1.795 6.8794.4 147.1 0.001087 0.4227 619.2 2556.4 619.7 2122.7 2742.4 1.812 6.8634.6 148.7 0.001089 0.4054 626.2 2557.9 626.7 2117.6 2744.4 1.829 6.8494.8 150.3 0.001091 0.3895 633.0 2559.3 633.6 2112.7 2746.3 1.845 6.834
5.0 151.8 0.001093 0.3748 639.6 2560.7 640.2 2107.9 2748.1 1.861 6.8215.5 155.5 0.001097 0.3426 655.3 2563.9 655.9 2096.5 2752.3 1.897 6.7896.0 158.8 0.001101 0.3156 669.8 2566.8 670.5 2085.6 2756.1 1.931 6.7596.5 162.0 0.001104 0.2926 683.5 2569.4 684.2 2075.4 2759.6 1.963 6.7327.0 165.0 0.001108 0.2728 696.4 2571.8 697.1 2065.6 2762.7 1.992 6.707
7.5 167.8 0.001111 0.2555 708.6 2574.0 709.4 2056.3 2765.6 2.020 6.6848.0 170.4 0.001115 0.2403 720.1 2576.0 721.0 2047.3 2768.3 2.046 6.6628.5 172.9 0.001118 0.2269 731.2 2577.9 732.1 2038.6 2770.8 2.071 6.6419.0 175.4 0.001121 0.2149 741.7 2579.7 742.7 2030.3 2773.0 2.094 6.6219.5 177.7 0.001124 0.2041 751.8 2581.3 752.9 2022.3 2775.2 2.117 6.603
10 179.9 0.001127 0.1943 761.6 2582.8 762.7 2014.4 2777.1 2.138 6.58511 184.1 0.001133 0.1774 780.0 2585.5 781.2 1999.5 2780.7 2.179 6.55212 188.0 0.001139 0.1632 797.1 2587.9 798.5 1985.3 2783.8 2.216 6.52213 191.6 0.001144 0.1512 813.3 2590.0 814.8 1971.7 2786.5 2.251 6.49414 195.0 0.001149 0.1408 828.5 2591.8 830.1 1958.8 2788.9 2.284 6.468
15 198.3 0.001154 0.1317 843.0 2593.5 844.7 1946.3 2791.0 2.315 6.44316 201.4 0.001159 0.1237 856.8 2594.9 858.6 1934.3 2792.9 2.344 6.42017 204.3 0.001163 0.1167 869.9 2596.2 871.9 1922.6 2794.5 2.371 6.39818 207.1 0.001168 0.1104 882.5 2597.3 884.6 1911.4 2796.0 2.398 6.37819 209.8 0.001172 0.1047 894.6 2598.3 896.8 1900.4 2797.3 2.423 6.358
20 212.4 0.001177 0.09958 906.3 2599.2 908.6 1889.8 2798.4 2.447 6.33921 214.9 0.001181 0.09493 917.5 2600.0 920.0 1879.4 2799.4 2.470 6.32122 217.3 0.001185 0.09070 928.4 2600.7 931.0 1869.2 2800.2 2.492 6.30423 219.6 0.001189 0.08681 938.9 2601.3 941.6 1859.3 2800.9 2.514 6.28724 221.8 0.001193 0.08324 949.1 2601.8 952.0 1849.6 2801.5 2.534 6.271
25 224.0 0.001197 0.07995 959.0 2602.2 962.0 1840.1 2802.0 2.554 6.25626 226.1 0.001201 0.07690 968.6 2602.5 971.7 1830.7 2802.5 2.574 6.24127 228.1 0.001205 0.07407 978.0 2602.8 981.2 1821.5 2802.8 2.593 6.22728 230.1 0.001209 0.07143 987.1 2603.0 990.5 1812.5 2803.0 2.611 6.21329 232.0 0.001213 0.06897 996.0 2603.2 999.5 1803.6 2803.2 2.628 6.199
30 233.9 0.001217 0.06666 1004.7 2603.3 1008.4 1794.9 2803.3 2.646 6.18631 235.7 0.001220 0.06450 1013.2 2603.3 1017.0 1786.3 2803.3 2.662 6.17332 237.5 0.001224 0.06247 1021.5 2603.3 1025.5 1777.8 2803.2 2.679 6.16033 239.2 0.001228 0.06056 1029.7 2603.3 1033.7 1769.4 2803.1 2.695 6.14834 240.9 0.001231 0.05876 1037.6 2603.2 1041.8 1761.1 2803.0 2.710 6.136
35 242.6 0.001235 0.05706 1045.5 2603.0 1049.8 1753.0 2802.7 2.725 6.12536 244.2 0.001239 0.05545 1053.1 2602.9 1057.6 1744.9 2802.5 2.740 6.11337 245.8 0.001242 0.05392 1060.6 2602.6 1065.2 1736.9 2802.1 2.755 6.10238 247.3 0.001246 0.05247 1068.0 2602.4 1072.8 1729.0 2801.8 2.769 6.09139 248.9 0.001249 0.05109 1075.3 2602.1 1080.2 1721.2 2801.4 2.783 6.080
40 250.4 0.001253 0.04978 1082.4 2601.8 1087.4 1713.5 2800.9 2.797 6.07041 251.8 0.001256 0.04853 1089.4 2601.4 1094.6 1705.8 2800.4 2.810 6.05942 253.3 0.001259 0.04733 1096.3 2601.1 1101.6 1698.2 2799.9 2.823 6.04943 254.7 0.001263 0.04619 1103.1 2600.6 1108.6 1690.7 2799.3 2.836 6.03944 256.1 0.001266 0.04510 1109.8 2600.2 1115.4 1683.2 2798.7 2.849 6.029
45 257.4 0.001270 0.04406 1116.4 2599.7 1122.1 1675.9 2798.0 2.861 6.020
Page 70 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Table E.22: Saturated water and steam — Pressure (triple point to 2 bar)
P T vf vg uf ug hf hfg hg sf sg
bar (abs) C m3 kg−1 m3 kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 kJ kg−1 K−1 kJ kg−1 K−1
45 257.4 0.001270 0.04406 1116.4 2599.7 1122.1 1675.9 2798.0 2.861 6.02046 258.8 0.001273 0.04306 1122.9 2599.2 1128.8 1668.5 2797.3 2.874 6.01047 260.1 0.001276 0.04210 1129.3 2598.7 1135.3 1661.2 2796.6 2.886 6.00148 261.4 0.001280 0.04118 1135.7 2598.2 1141.8 1654.0 2795.8 2.898 5.99249 262.7 0.001283 0.04030 1141.9 2597.6 1148.2 1646.8 2795.0 2.909 5.983
50 263.9 0.001286 0.03945 1148.1 2597.0 1154.5 1639.7 2794.2 2.921 5.97451 265.2 0.001290 0.03863 1154.2 2596.4 1160.7 1632.7 2793.4 2.932 5.96552 266.4 0.001293 0.03784 1160.2 2595.7 1166.9 1625.6 2792.5 2.943 5.95653 267.6 0.001296 0.03708 1166.1 2595.1 1173.0 1618.6 2791.6 2.954 5.94854 268.8 0.001300 0.03635 1172.0 2594.4 1179.0 1611.7 2790.7 2.965 5.939
55 270.0 0.001303 0.03564 1177.8 2593.7 1184.9 1604.8 2789.7 2.976 5.93156 271.1 0.001306 0.03496 1183.5 2593.0 1190.8 1597.9 2788.7 2.986 5.92257 272.3 0.001309 0.03430 1189.2 2592.2 1196.6 1591.1 2787.7 2.997 5.91458 273.4 0.001313 0.03366 1194.8 2591.5 1202.4 1584.3 2786.7 3.007 5.90659 274.5 0.001316 0.03305 1200.3 2590.7 1208.1 1577.6 2785.6 3.017 5.898
60 275.6 0.001319 0.03245 1205.8 2589.9 1213.7 1570.8 2784.6 3.027 5.89062 277.7 0.001326 0.03131 1216.6 2588.2 1224.9 1557.5 2782.3 3.047 5.87464 279.8 0.001332 0.03024 1227.3 2586.5 1235.8 1544.2 2780.0 3.067 5.85966 281.9 0.001339 0.02923 1237.7 2584.7 1246.5 1531.1 2777.6 3.085 5.84468 283.9 0.001345 0.02828 1247.9 2582.8 1257.1 1518.1 2775.1 3.104 5.829
70 285.8 0.001352 0.02738 1258.0 2580.9 1267.4 1505.1 2772.6 3.122 5.81572 287.7 0.001358 0.02653 1267.9 2578.9 1277.7 1492.3 2769.9 3.140 5.80074 289.6 0.001365 0.02572 1277.6 2576.9 1287.7 1479.5 2767.2 3.157 5.78676 291.4 0.001371 0.02495 1287.2 2574.8 1297.6 1466.8 2764.4 3.174 5.77278 293.2 0.001378 0.02422 1296.7 2572.6 1307.4 1454.1 2761.5 3.191 5.758
80 295.0 0.001385 0.02353 1306.0 2570.4 1317.1 1441.5 2758.6 3.208 5.74582 296.7 0.001391 0.02286 1315.2 2568.1 1326.6 1429.0 2755.6 3.224 5.73184 298.4 0.001398 0.02223 1324.3 2565.8 1336.0 1416.5 2752.5 3.240 5.71886 300.1 0.001405 0.02163 1333.3 2563.4 1345.3 1404.0 2749.4 3.256 5.70588 301.7 0.001411 0.02105 1342.1 2560.9 1354.5 1391.6 2746.2 3.271 5.692
90 303.3 0.001418 0.02049 1350.9 2558.4 1363.7 1379.2 2742.9 3.287 5.67992 304.9 0.001425 0.01996 1359.6 2555.9 1372.7 1366.9 2739.5 3.302 5.66694 306.5 0.001432 0.01945 1368.1 2553.3 1381.6 1354.5 2736.1 3.317 5.65396 308.0 0.001439 0.01896 1376.6 2550.6 1390.4 1342.2 2732.6 3.331 5.64198 309.5 0.001446 0.01849 1385.0 2547.9 1399.2 1329.9 2729.1 3.346 5.628
100 311.0 0.001453 0.01803 1393.3 2545.1 1407.9 1317.6 2725.5 3.360 5.616105 314.6 0.001470 0.01697 1413.8 2538.0 1429.3 1286.9 2716.1 3.396 5.585110 318.1 0.001489 0.01599 1433.9 2530.5 1450.3 1256.1 2706.4 3.430 5.555115 321.4 0.001507 0.01510 1453.6 2522.6 1470.9 1225.3 2696.2 3.464 5.524120 324.7 0.001526 0.01427 1473.0 2514.4 1491.3 1194.3 2685.6 3.496 5.494
125 327.8 0.001546 0.01350 1492.1 2505.7 1511.5 1163.0 2674.5 3.529 5.464130 330.9 0.001566 0.01279 1511.0 2496.7 1531.4 1131.5 2662.9 3.561 5.434135 333.8 0.001588 0.01212 1529.8 2487.2 1551.2 1099.6 2650.8 3.592 5.404140 336.7 0.001610 0.01149 1548.3 2477.2 1570.9 1067.2 2638.1 3.623 5.373145 339.5 0.001633 0.01090 1566.8 2466.8 1590.5 1034.3 2624.8 3.654 5.342
150 342.2 0.001657 0.01034 1585.3 2455.8 1610.2 1000.7 2610.9 3.684 5.311155 344.8 0.001682 0.009811 1603.8 2444.1 1629.9 966.4 2596.2 3.715 5.279160 347.4 0.001710 0.009308 1622.3 2431.9 1649.7 931.1 2580.8 3.746 5.246165 349.9 0.001738 0.008828 1641.0 2418.9 1669.7 894.9 2564.6 3.776 5.213170 352.3 0.001769 0.008369 1660.0 2405.1 1690.0 857.4 2547.4 3.808 5.179
175 354.7 0.001803 0.007927 1679.2 2390.4 1710.8 818.4 2529.1 3.839 5.143180 357.0 0.001839 0.007499 1698.9 2374.6 1732.0 777.5 2509.5 3.872 5.106185 359.3 0.001880 0.007082 1719.2 2357.4 1754.0 734.4 2488.4 3.905 5.066190 361.5 0.001925 0.006673 1740.3 2338.6 1776.9 688.5 2465.4 3.940 5.025195 363.6 0.001977 0.006267 1762.5 2317.8 1801.1 638.9 2440.0 3.976 4.980
200 365.7 0.002039 0.005858 1786.3 2294.2 1827.1 584.3 2411.4 4.015 4.930205 367.8 0.002114 0.005438 1812.6 2266.7 1855.9 522.3 2378.2 4.059 4.874210 369.8 0.002212 0.004988 1842.9 2232.8 1889.4 448.1 2337.5 4.109 4.806215 371.8 0.002360 0.004463 1882.1 2186.2 1932.8 349.4 2282.2 4.175 4.717220 373.7 0.002750 0.003577 1961.4 2085.5 2021.9 142.3 2164.2 4.311 4.531
220.64 373.95 0.003106 0.003106 2019.0 2019.0 2087.5 0 2087.5 4.412 4.412
Mechanical Engineering Data & Formulae Page 71
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.23:
Sub
cool
edw
ater
and
Sup
erhe
ated
Ste
am(t
riple
poin
tto
0.1
bar)
0.00
6117
bar
(Tsa
t=
0.01 C
)0.
01ba
r(T
sat=
7.0 C
)0.
05ba
r(T
sat=
32.9 C
)0.
1ba
r(T
sat=
45.8 C
)T
(C
)v
uh
sv
uh
sv
uh
sv
uh
sT
(C
)
0.01
206.
023
74.9
2500
.99.
155
0.00
1000
0.00
0007
0.00
1007
0.00
000.
0010
000.
0000
810.
0050
820.
0000
0.00
1000
0.00
0174
0.01
018
0.00
0001
0.01
2022
1.1
2403
.125
38.4
9.28
813
5.2
2403
.025
38.2
9.06
00.
0010
0283
.92
83.9
20.
2965
0.00
1002
83.9
283
.93
0.29
6520
4023
6.2
2431
.325
75.8
9.41
114
4.5
2431
.225
75.7
9.18
428
.85
2430
.125
74.4
8.43
80.
0010
0816
7.5
167.
50.
5724
4060
251.
324
59.5
2613
.39.
527
153.
724
59.5
2613
.29.
300
30.7
124
58.7
2612
.38.
555
15.3
424
57.8
2611
.28.
233
6080
266.
424
87.9
2650
.89.
637
163.
024
87.8
2650
.89.
410
32.5
724
87.3
2650
.18.
666
16.2
724
86.7
2649
.38.
344
8010
028
1.5
2516
.426
88.6
9.74
117
2.2
2516
.326
88.5
9.51
434
.42
2516
.026
88.0
8.77
017
.20
2515
.526
87.4
8.44
910
0
120
296.
625
45.0
2726
.59.
840
181.
425
45.0
2726
.49.
613
36.2
725
44.7
2726
.18.
869
18.1
225
44.3
2725
.68.
548
120
140
311.
725
73.9
2764
.69.
934
190.
725
73.9
2764
.59.
707
38.1
225
73.6
2764
.28.
964
19.0
525
73.3
2763
.88.
643
140
160
326.
826
02.9
2802
.810
.02
199.
926
02.9
2802
.89.
798
39.9
726
02.7
2802
.69.
055
19.9
826
02.5
2802
.28.
734
160
180
341.
926
32.2
2841
.310
.11
209.
126
32.2
2841
.39.
885
41.8
226
32.0
2841
.19.
141
20.9
026
31.8
2840
.88.
821
180
200
357.
026
61.6
2880
.010
.20
218.
426
61.6
2880
.09.
968
43.6
626
61.5
2879
.89.
225
21.8
326
61.3
2879
.68.
905
200
220
372.
126
91.3
2918
.910
.28
227.
626
91.3
2918
.910
.05
45.5
126
91.2
2918
.89.
306
22.7
526
91.1
2918
.68.
986
220
240
387.
227
21.3
2958
.110
.35
236.
827
21.2
2958
.110
.13
47.3
627
21.1
2957
.99.
384
23.6
727
21.0
2957
.89.
063
240
260
402.
327
51.4
2997
.510
.43
246.
127
51.4
2997
.510
.20
49.2
027
51.3
2997
.39.
459
24.6
027
51.2
2997
.29.
139
260
280
417.
427
81.8
3037
.110
.50
255.
327
81.8
3037
.110
.27
51.0
527
81.7
3037
.09.
532
25.5
227
81.6
3036
.89.
212
280
300
432.
528
12.4
3077
.010
.57
264.
528
12.4
3077
.010
.35
52.9
028
12.4
3076
.99.
603
26.4
528
12.3
3076
.79.
283
300
320
447.
628
43.3
3117
.110
.64
273.
728
43.3
3117
.110
.41
54.7
528
43.3
3117
.09.
672
27.3
728
43.2
3116
.99.
351
320
340
462.
628
74.5
3157
.410
.71
283.
028
74.5
3157
.410
.48
56.5
928
74.4
3157
.49.
738
28.2
928
74.3
3157
.39.
418
340
360
477.
729
05.9
3198
.110
.77
292.
229
05.8
3198
.110
.55
58.4
429
05.8
3198
.09.
804
29.2
229
05.7
3197
.99.
484
360
380
492.
829
37.5
3238
.910
.84
301.
429
37.5
3238
.910
.61
60.2
829
37.4
3238
.99.
867
30.1
429
37.4
3238
.89.
547
380
400
507.
929
69.4
3280
.110
.90
310.
729
69.4
3280
.110
.67
62.1
329
69.4
3280
.09.
929
31.0
629
69.3
3279
.99.
609
400
420
523.
030
01.6
3321
.510
.96
319.
930
01.6
3321
.510
.73
63.9
830
01.5
3321
.49.
990
31.9
930
01.5
3321
.39.
670
420
440
538.
130
34.0
3363
.211
.02
329.
130
34.0
3363
.110
.79
65.8
230
34.0
3363
.110
.05
32.9
130
33.9
3363
.09.
729
440
460
553.
230
66.7
3405
.111
.08
338.
430
66.7
3405
.110
.85
67.6
730
66.7
3405
.010
.11
33.8
330
66.6
3405
.09.
787
460
480
568.
330
99.7
3447
.311
.13
347.
630
99.7
3447
.310
.91
69.5
230
99.7
3447
.210
.16
34.7
630
99.6
3447
.29.
844
480
500
583.
431
32.9
3489
.811
.19
356.
831
32.9
3489
.810
.96
71.3
631
32.9
3489
.710
.22
35.6
831
32.9
3489
.79.
900
500
520
598.
531
66.5
3532
.511
.24
366.
131
66.5
3532
.511
.02
73.2
131
66.4
3532
.510
.27
36.6
031
66.4
3532
.49.
954
520
540
613.
632
00.3
3575
.611
.30
375.
332
00.3
3575
.611
.07
75.0
632
00.2
3575
.510
.33
37.5
332
00.2
3575
.510
.01
540
560
628.
732
34.4
3618
.911
.35
384.
532
34.4
3618
.911
.12
76.9
032
34.3
3618
.810
.38
38.4
532
34.3
3618
.810
.06
560
580
643.
732
68.7
3662
.511
.40
393.
732
68.7
3662
.511
.18
78.7
532
68.7
3662
.410
.43
39.3
732
68.7
3662
.410
.11
580
600
658.
833
03.4
3706
.311
.45
403.
033
03.4
3706
.311
.23
80.5
933
03.3
3706
.310
.48
40.3
033
03.3
3706
.310
.16
600
640
689.
033
73.5
3794
.911
.55
421.
433
73.5
3794
.911
.33
84.2
933
73.5
3794
.910
.58
42.1
433
73.4
3794
.910
.26
640
680
719.
234
44.8
3884
.711
.65
439.
934
44.8
3884
.711
.42
87.9
834
44.7
3884
.610
.68
43.9
934
44.7
3884
.610
.36
680
720
749.
435
17.2
3975
.511
.74
458.
435
17.2
3975
.511
.51
91.6
735
17.2
3975
.510
.77
45.8
435
17.1
3975
.510
.45
720
760
779.
635
90.7
4067
.511
.83
476.
835
90.7
4067
.511
.61
95.3
635
90.7
4067
.510
.86
47.6
835
90.7
4067
.510
.54
760
800
809.
736
65.4
4160
.711
.92
495.
336
65.4
4160
.711
.69
99.0
636
65.4
4160
.610
.95
49.5
336
65.3
4160
.610
.63
800
Page 72 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.24:
Sub
cool
edw
ater
and
Sup
erhe
ated
Ste
am(0
.1ba
rto
1at
mos
pher
e)
0.2
bar
(Tsa
t=
60.1 C
)0.
5ba
r(T
sat=
81.3 C
)1
bar
(Tsa
t=
99.6 C
)1.
0132
5ba
r(T
sat=
100.
0 C
)T
(C
)v
uh
sv
uh
sv
uh
sv
uh
sT
(C
)
0.01
0.00
1000
0.00
0360
0.02
036
0.00
000
0.00
1000
0.00
0915
0.05
092
0.00
000
0.00
1000
0.00
1841
0.10
190.
0000
10.
0010
000.
0018
650.
1032
0.00
001
0.01
200.
0010
0283
.92
83.9
40.
296
0.00
1002
83.9
183
.96
0.29
650.
0010
0283
.91
84.0
10.
2965
0.00
1002
83.9
184
.01
0.29
6520
400.
0010
0816
7.5
167.
60.
572
0.00
1008
167.
516
7.6
0.57
240.
0010
0816
7.5
167.
60.
5724
0.00
1008
167.
516
7.6
0.57
2440
600.
0010
1725
1.1
251.
20.
831
0.00
1017
251.
125
1.2
0.83
120.
0010
1725
1.1
251.
20.
8312
0.00
1017
251.
125
1.2
0.83
1260
808.
118
2485
.326
47.7
8.02
00.
0010
2933
4.9
335.
01.
075
0.00
1029
334.
933
5.0
1.07
50.
0010
2933
4.9
335.
01.
075
8010
08.
586
2514
.526
86.2
8.12
63.
419
2511
.526
82.4
7.69
51.
696
2506
.226
75.8
7.36
11.
673
2506
.026
75.6
7.35
510
0
120
9.05
225
43.6
2724
.68.
227
3.60
825
41.3
2721
.77.
798
1.79
325
37.3
2716
.67.
468
1.77
025
37.2
2716
.57.
461
120
140
9.51
725
72.7
2763
.18.
322
3.79
625
70.9
2760
.77.
895
1.88
925
67.8
2756
.77.
567
1.86
425
67.7
2756
.67.
561
140
160
9.98
2602
.028
01.6
8.41
33.
983
2600
.527
99.7
7.98
71.
984
2598
.027
96.4
7.66
11.
958
2597
.927
96.3
7.65
516
018
010
.44
2631
.428
40.3
8.50
04.
170
2630
.228
38.7
8.07
52.
079
2628
.128
36.0
7.75
02.
051
2628
.128
35.9
7.74
418
020
010
.91
2661
.028
79.1
8.58
44.
356
2660
.028
77.8
8.15
92.
172
2658
.228
75.5
7.83
62.
144
2658
.228
75.4
7.82
920
0
220
11.3
726
90.8
2918
.28.
665
4.54
226
89.9
2917
.08.
240
2.26
626
88.4
2915
.07.
917
2.23
626
88.4
2915
.07.
911
220
240
11.8
327
20.8
2957
.48.
743
4.72
827
20.0
2956
.48.
319
2.36
027
18.7
2954
.77.
996
2.32
927
18.7
2954
.67.
990
240
260
12.3
027
51.0
2996
.98.
818
4.91
327
50.3
2996
.08.
394
2.45
327
49.2
2994
.48.
072
2.42
127
49.1
2994
.48.
066
260
280
12.7
627
81.4
3036
.68.
892
5.09
927
80.8
3035
.88.
468
2.54
627
79.8
3034
.48.
146
2.51
227
79.8
3034
.48.
140
280
300
13.2
228
12.1
3076
.58.
962
5.28
428
11.6
3075
.88.
539
2.63
928
10.7
3074
.58.
217
2.60
428
10.6
3074
.58.
211
300
320
13.6
828
43.0
3116
.79.
031
5.46
928
42.5
3116
.08.
608
2.73
228
41.7
3114
.98.
286
2.69
628
41.7
3114
.98.
280
320
340
14.1
428
74.2
3157
.19.
098
5.65
428
73.7
3156
.58.
675
2.82
528
73.0
3155
.58.
354
2.78
828
73.0
3155
.48.
347
340
360
14.6
129
05.6
3197
.79.
164
5.84
029
05.2
3197
.28.
740
2.91
729
04.5
3196
.28.
419
2.87
929
04.5
3196
.28.
413
360
380
15.0
729
37.3
3238
.69.
227
6.02
529
36.9
3238
.18.
804
3.01
029
36.3
3237
.38.
483
2.97
129
36.2
3237
.28.
477
380
400
15.5
329
69.2
3279
.89.
289
6.20
929
68.8
3279
.38.
866
3.10
329
68.3
3278
.58.
545
3.06
229
68.3
3278
.58.
539
400
420
15.9
930
01.4
3321
.29.
350
6.39
430
01.1
3320
.88.
927
3.19
530
00.5
3320
.18.
606
3.15
430
00.5
3320
.08.
600
420
440
16.4
530
33.8
3362
.99.
409
6.57
930
33.5
3362
.58.
986
3.28
830
33.0
3361
.88.
665
3.24
530
33.0
3361
.88.
659
440
460
16.9
230
66.5
3404
.89.
467
6.76
430
66.3
3404
.59.
044
3.38
130
65.8
3403
.98.
723
3.33
630
65.8
3403
.88.
717
460
480
17.3
830
99.5
3447
.19.
524
6.94
930
99.3
3446
.79.
101
3.47
330
98.8
3446
.28.
780
3.42
830
98.8
3446
.18.
774
480
500
17.8
431
32.8
3489
.69.
580
7.13
431
32.6
3489
.29.
156
3.56
631
32.2
3488
.78.
836
3.51
931
32.1
3488
.78.
830
500
520
18.3
031
66.3
3532
.39.
634
7.31
931
66.1
3532
.09.
211
3.65
831
65.7
3531
.58.
891
3.61
031
65.7
3531
.58.
885
520
540
18.7
632
00.1
3575
.49.
688
7.50
331
99.9
3575
.19.
265
3.75
131
99.6
3574
.68.
944
3.70
131
99.6
3574
.68.
938
540
560
19.2
232
34.2
3618
.79.
741
7.68
832
34.0
3618
.49.
317
3.84
332
33.7
3618
.08.
997
3.79
332
33.7
3618
.08.
991
560
580
19.6
932
68.6
3662
.39.
792
7.87
332
68.4
3662
.19.
369
3.93
632
68.1
3661
.69.
049
3.88
432
68.1
3661
.69.
043
580
600
20.1
533
03.2
3706
.29.
843
8.05
833
03.1
3706
.09.
420
4.02
833
02.8
3705
.69.
100
3.97
533
02.8
3705
.69.
094
600
640
21.0
733
73.4
3794
.89.
942
8.42
733
73.2
3794
.69.
519
4.21
333
73.0
3794
.39.
199
4.15
833
73.0
3794
.29.
193
640
680
21.9
934
44.7
3884
.610
.04
8.79
734
44.5
3884
.49.
615
4.39
834
44.3
3884
.19.
295
4.34
034
44.3
3884
.19.
289
680
720
22.9
235
17.1
3975
.410
.13
9.16
635
17.0
3975
.39.
709
4.58
235
16.7
3975
.09.
389
4.52
235
16.7
3975
.09.
383
720
760
23.8
435
90.6
4067
.410
.22
9.53
535
90.5
4067
.39.
800
4.76
735
90.3
4067
.09.
480
4.70
535
90.3
4067
.09.
474
760
800
24.7
636
65.3
4160
.610
.31
9.90
536
65.2
4160
.49.
888
4.95
236
65.0
4160
.29.
568
4.88
736
65.0
4160
.29.
562
800
Mechanical Engineering Data & Formulae Page 73
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.25:
Sub
cool
edw
ater
and
Sup
erhe
ated
Ste
am(2
bar
to8
bar)
2ba
r(T
sat=
120.
2 C
)4
bar
(Tsa
t=
143.
6 C
)6
bar
(Tsa
t=
158.
8 C
)8
bar
(Tsa
t=
170.
4 C
)T
(C
)v
uh
sv
uh
sv
uh
sv
uh
sT
(C
)
0.01
0.00
1000
0.00
3688
0.20
370.
0000
10.
0010
000.
0073
650.
4074
0.00
003
0.00
1000
0.01
100.
6110
0.00
004
0.00
1000
0.01
470.
8145
0.00
005
0.01
200.
0010
0283
.91
84.1
10.
2965
0.00
1002
83.8
984
.29
0.29
640.
0010
0283
.88
84.4
80.
2964
0.00
1001
83.8
784
.67
0.29
6320
400.
0010
0816
7.5
167.
70.
5724
0.00
1008
167.
516
7.9
0.57
230.
0010
0816
7.5
168.
10.
5722
0.00
1008
167.
416
8.2
0.57
2140
600.
0010
1725
1.1
251.
30.
8311
0.00
1017
251.
125
1.5
0.83
100.
0010
1725
1.0
251.
60.
8309
0.00
1017
251.
025
1.8
0.83
0860
800.
0010
2933
4.9
335.
11.
075
0.00
1029
334.
833
5.2
1.07
50.
0010
2933
4.8
335.
41.
075
0.00
1029
334.
733
5.5
1.07
580
100
0.00
1043
419.
041
9.2
1.30
70.
0010
4341
8.9
419.
31.
307
0.00
1043
418.
841
9.5
1.30
70.
0010
4341
8.8
419.
61.
306
100
120
0.00
1060
503.
650
3.8
1.52
80.
0010
6050
3.5
503.
91.
528
0.00
1060
503.
450
4.1
1.52
70.
0010
6050
3.4
504.
21.
527
120
140
0.93
5325
61.3
2748
.37.
231
0.00
1080
588.
858
9.2
1.73
90.
0010
8058
8.7
589.
41.
739
0.00
1079
588.
658
9.5
1.73
914
016
00.
9843
2592
.827
89.7
7.32
90.
4839
2581
.627
75.2
6.98
30.
3167
2569
.027
59.0
6.76
60.
0011
0267
4.8
675.
71.
943
160
180
1.03
326
23.9
2830
.47.
421
0.50
9426
14.9
2818
.67.
081
0.33
4726
05.2
2806
.06.
872
0.24
7225
94.7
2792
.46.
715
180
200
1.08
126
54.7
2870
.87.
508
0.53
4326
47.3
2861
.07.
172
0.35
2126
39.4
2850
.76.
968
0.26
0926
31.1
2839
.86.
818
200
220
1.12
826
85.4
2911
.07.
591
0.55
8926
79.1
2902
.77.
259
0.36
9026
72.6
2894
.07.
058
0.27
4026
65.7
2885
.06.
911
220
240
1.17
527
16.1
2951
.27.
671
0.58
3127
10.7
2944
.07.
341
0.38
5727
05.2
2936
.67.
143
0.28
6926
99.4
2928
.96.
999
240
260
1.22
227
46.9
2991
.47.
748
0.60
7227
42.2
2985
.17.
419
0.40
2127
37.4
2978
.67.
223
0.29
9527
32.4
2972
.07.
081
260
280
1.26
927
77.8
3031
.77.
822
0.63
1127
73.7
3026
.17.
495
0.41
8327
69.4
3020
.47.
300
0.31
1927
65.1
3014
.67.
159
280
300
1.31
628
08.8
3072
.17.
894
0.65
4928
05.2
3067
.17.
568
0.43
4428
01.4
3062
.17.
374
0.32
4227
97.6
3056
.97.
235
300
320
1.36
328
40.1
3112
.77.
964
0.67
8628
36.8
3108
.27.
638
0.45
0428
33.4
3103
.77.
445
0.33
6328
30.0
3099
.17.
307
320
340
1.41
028
71.5
3153
.48.
031
0.70
2228
68.5
3149
.47.
706
0.46
6328
65.5
3145
.37.
514
0.34
8428
62.4
3141
.17.
377
340
360
1.45
629
03.1
3194
.48.
097
0.72
5729
00.4
3190
.77.
773
0.48
2228
97.6
3187
.07.
581
0.36
0428
94.9
3183
.27.
444
360
380
1.50
329
35.0
3235
.68.
161
0.74
9229
32.5
3232
.27.
837
0.49
8029
30.0
3228
.87.
646
0.37
2429
27.4
3225
.37.
510
380
400
1.54
929
67.1
3277
.08.
223
0.77
2629
64.8
3273
.97.
900
0.51
3729
62.5
3270
.77.
710
0.38
4329
60.1
3267
.67.
573
400
420
1.59
629
99.5
3318
.68.
284
0.79
6029
97.3
3315
.77.
961
0.52
9429
95.2
3312
.87.
771
0.39
6129
93.0
3309
.97.
635
420
440
1.64
230
32.0
3360
.58.
344
0.81
9430
30.1
3357
.88.
021
0.54
5130
28.1
3355
.17.
831
0.40
8030
26.1
3352
.57.
696
440
460
1.68
930
64.9
3402
.68.
402
0.84
2830
63.0
3400
.18.
080
0.56
0830
61.2
3397
.77.
890
0.41
9830
59.3
3395
.27.
755
460
480
1.73
530
98.0
3445
.08.
459
0.86
6130
96.3
3442
.78.
137
0.57
6430
94.5
3440
.47.
948
0.43
1630
92.8
3438
.17.
813
480
500
1.78
131
31.3
3487
.68.
515
0.88
9431
29.7
3485
.58.
193
0.59
2031
28.1
3483
.38.
004
0.44
3331
26.5
3481
.27.
869
500
520
1.82
831
65.0
3530
.58.
570
0.91
2631
63.5
3528
.58.
248
0.60
7631
62.0
3526
.58.
059
0.45
5131
60.4
3524
.57.
924
520
540
1.87
431
98.9
3573
.78.
624
0.93
5931
97.5
3571
.88.
302
0.62
3231
96.0
3569
.98.
113
0.46
6831
94.6
3568
.07.
979
540
560
1.92
032
33.0
3617
.18.
676
0.95
9132
31.7
3615
.48.
355
0.63
8732
30.4
3613
.68.
166
0.47
8532
29.0
3611
.88.
032
560
580
1.96
732
67.5
3660
.88.
728
0.98
2432
66.2
3659
.28.
407
0.65
4232
65.0
3657
.58.
218
0.49
0232
63.7
3655
.88.
084
580
600
2.01
333
02.2
3704
.88.
779
1.00
633
01.0
3703
.28.
458
0.66
9832
99.8
3701
.78.
269
0.50
1932
98.6
3700
.18.
135
600
640
2.10
633
72.4
3793
.68.
879
1.05
233
71.4
3792
.28.
558
0.70
0833
70.3
3790
.88.
369
0.52
5233
69.3
3789
.48.
235
640
680
2.19
834
43.8
3883
.48.
975
1.09
834
42.9
3882
.28.
654
0.73
1834
41.9
3881
.08.
466
0.54
8534
41.0
3879
.78.
332
680
720
2.29
135
16.3
3974
.49.
068
1.14
535
15.4
3973
.38.
748
0.76
2735
14.6
3972
.28.
560
0.57
1735
13.7
3971
.18.
426
720
760
2.38
335
89.9
4066
.59.
159
1.19
135
89.1
4065
.58.
839
0.79
3735
88.3
4064
.58.
651
0.59
5035
87.6
4063
.58.
517
760
800
2.47
636
64.7
4159
.89.
248
1.23
736
63.9
4158
.98.
927
0.82
4636
63.2
4157
.98.
739
0.61
8236
62.5
4157
.08.
606
800
Page 74 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.26:
Sub
cool
edw
ater
and
Sup
erhe
ated
Ste
am(1
0ba
rto
40ba
r)
10ba
r(T
sat=
179.
9 C
)20
bar
(Tsa
t=
212.
4 C
)30
bar
(Tsa
t=
233.
9 C
)40
bar
(Tsa
t=
250.
4 C
)T
(C
)v
uh
sv
uh
sv
uh
sv
uh
sT
(C
)
0.01
0.00
1000
0.01
827
1.01
80.
0000
70.
0009
990.
0360
12.
034
0.00
013
0.00
0999
0.05
321
3.04
90.
0001
90.
0009
980.
0698
94.
063
0.00
024
0.01
200.
0010
0183
.86
84.8
60.
2963
0.00
1001
83.8
085
.80
0.29
610.
0010
0083
.74
86.7
40.
2959
0.00
1000
83.6
887
.68
0.29
5720
400.
0010
0716
7.4
168.
40.
5720
0.00
1007
167.
316
9.3
0.57
170.
0010
0716
7.2
170.
20.
5713
0.00
1006
167.
117
1.1
0.57
0940
600.
0010
1725
1.0
252.
00.
8307
0.00
1016
250.
825
2.8
0.83
020.
0010
1625
0.6
253.
70.
8296
0.00
1015
250.
425
4.5
0.82
9160
800.
0010
2933
4.7
335.
71.
075
0.00
1028
334.
433
6.5
1.07
40.
0010
2833
4.2
337.
31.
073
0.00
1027
334.
033
8.1
1.07
380
100
0.00
1043
418.
741
9.8
1.30
60.
0010
4241
8.4
420.
51.
306
0.00
1042
418.
242
1.3
1.30
50.
0010
4141
7.9
422.
01.
304
100
120
0.00
1060
503.
350
4.3
1.52
70.
0010
5950
2.9
505.
11.
526
0.00
1059
502.
650
5.8
1.52
50.
0010
5850
2.2
506.
51.
524
120
140
0.00
1079
588.
558
9.6
1.73
90.
0010
7958
8.1
590.
31.
738
0.00
1078
587.
759
0.9
1.73
70.
0010
7758
7.3
591.
61.
736
140
160
0.00
1102
674.
767
5.8
1.94
20.
0011
0167
4.2
676.
41.
941
0.00
1100
673.
767
7.0
1.94
00.
0011
0067
3.2
677.
61.
939
160
180
0.19
4425
83.0
2777
.46.
586
0.00
1127
761.
476
3.7
2.13
80.
0011
2676
0.8
764.
22.
137
0.00
1125
760.
276
4.7
2.13
518
020
00.
2060
2622
.328
28.3
6.69
50.
0011
5685
0.3
852.
62.
330
0.00
1155
849.
585
3.0
2.32
90.
0011
5484
8.8
853.
42.
327
200
220
0.21
7026
58.6
2875
.66.
793
0.10
2226
17.3
2821
.76.
387
0.00
1189
940.
394
3.8
2.51
70.
0011
8893
9.3
944.
12.
515
220
240
0.22
7626
93.4
2921
.06.
884
0.10
8526
60.2
2877
.26.
497
0.06
823
2619
.928
24.6
6.22
80.
0012
2810
32.7
1037
.62.
700
240
260
0.23
7927
27.4
2965
.26.
968
0.11
4426
99.7
2928
.56.
595
0.07
289
2667
.828
86.4
6.34
60.
0517
826
30.1
2837
.26.
138
260
280
0.24
8027
60.7
3008
.77.
048
0.12
0027
37.1
2977
.26.
685
0.07
716
2710
.729
42.2
6.44
90.
0554
926
80.9
2902
.96.
259
280
300
0.25
8027
93.7
3051
.77.
125
0.12
5527
73.2
3024
.36.
769
0.08
118
2750
.829
94.3
6.54
10.
0588
727
26.2
2961
.76.
364
300
320
0.26
7828
26.5
3094
.47.
198
0.13
0828
08.5
3070
.26.
847
0.08
502
2789
.130
44.2
6.62
70.
0620
227
68.2
3016
.36.
458
320
340
0.27
7628
59.3
3136
.97.
268
0.13
6028
43.2
3115
.36.
922
0.08
874
2826
.230
92.4
6.70
70.
0650
228
08.1
3068
.16.
544
340
360
0.28
7328
92.1
3179
.47.
337
0.14
1128
77.6
3159
.96.
994
0.09
235
2862
.431
39.5
6.78
20.
0679
028
46.5
3118
.16.
624
360
380
0.29
7029
24.9
3221
.97.
403
0.14
6229
11.8
3204
.27.
063
0.09
590
2898
.131
85.8
6.85
40.
0707
028
83.9
3166
.76.
699
380
400
0.30
6629
57.8
3264
.47.
467
0.15
1229
45.8
3248
.27.
129
0.09
938
2933
.432
31.6
6.92
30.
0734
329
20.6
3214
.46.
771
400
420
0.31
6229
90.8
3307
.07.
529
0.15
6229
79.8
3292
.27.
193
0.10
2829
68.5
3277
.06.
990
0.07
611
2956
.932
61.4
6.84
042
044
00.
3257
3024
.133
49.8
7.59
00.
1611
3013
.933
36.1
7.25
60.
1062
3003
.533
22.1
7.05
40.
0787
429
92.9
3307
.96.
906
440
460
0.33
5230
57.5
3392
.77.
649
0.16
6030
48.1
3380
.07.
317
0.10
9630
38.5
3367
.27.
116
0.08
134
3028
.733
54.0
6.97
046
048
00.
3447
3091
.134
35.7
7.70
70.
1708
3082
.334
24.0
7.37
60.
1129
3073
.434
12.1
7.17
70.
0839
030
64.4
3400
.07.
032
480
500
0.35
4131
24.9
3479
.07.
764
0.17
5731
16.7
3468
.17.
433
0.11
6231
08.5
3457
.07.
236
0.08
644
3100
.134
45.8
7.09
250
0
520
0.36
3531
58.9
3522
.57.
819
0.18
0531
51.3
3512
.37.
490
0.11
9531
43.6
3502
.07.
293
0.08
896
3135
.834
91.6
7.15
052
054
00.
3730
3193
.235
66.2
7.87
40.
1853
3186
.035
56.6
7.54
50.
1227
3178
.835
47.0
7.34
90.
0914
631
71.5
3537
.37.
207
540
560
0.38
2432
27.7
3610
.17.
927
0.19
0132
21.0
3601
.27.
599
0.12
6032
14.2
3592
.27.
404
0.09
394
3207
.435
83.1
7.26
356
058
00.
3917
3262
.436
54.2
7.98
00.
1949
3256
.136
45.8
7.65
20.
1292
3249
.736
37.4
7.45
80.
0964
032
43.3
3628
.97.
317
580
600
0.40
1132
97.4
3698
.68.
031
0.20
032
91.5
3690
.77.
704
0.13
2432
85.5
3682
.87.
510
0.09
886
3279
.436
74.8
7.37
060
0
640
0.41
9833
68.2
3788
.08.
131
0.20
933
62.9
3781
.17.
805
0.13
8933
57.5
3774
.17.
612
0.10
3733
52.1
3767
.07.
474
640
680
0.43
8534
40.0
3878
.58.
228
0.21
934
35.2
3872
.37.
903
0.14
5234
30.4
3866
.17.
711
0.10
8634
25.5
3859
.87.
573
680
720
0.45
7235
12.8
3970
.08.
322
0.22
835
08.5
3964
.47.
998
0.15
1635
04.1
3958
.87.
806
0.11
3434
99.7
3953
.27.
669
720
760
0.47
5835
86.8
4062
.58.
413
0.23
735
82.8
4057
.58.
090
0.15
7935
78.8
4052
.57.
899
0.11
8235
74.8
4047
.47.
762
760
800
0.49
4436
61.8
4156
.18.
502
0.24
736
58.1
4151
.68.
179
0.16
4236
54.5
4147
.07.
989
0.12
2936
50.8
4142
.57.
852
800
Mechanical Engineering Data & Formulae Page 75
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.27:
Sub
cool
edw
ater
and
Sup
erhe
ated
Ste
am(5
0ba
rto
80ba
r)
50ba
r(T
sat=
263.
9 C
)60
bar
(Tsa
t=
275.
6 C
)70
bar
(Tsa
t=
285.
8 C
)80
bar
(Tsa
t=
295.
0 C
)T
(C
)v
uh
sv
uh
sv
uh
sv
uh
sT
(C
)
0.01
0.00
0998
0.08
604
5.07
40.
0002
90.
0009
970.
1016
76.
085
0.00
034
0.00
0997
0.11
679
7.09
40.
0003
80.
0009
960.
1313
98.
101
0.00
042
0.01
200.
0010
0083
.62
88.6
10.
2955
0.00
0999
83.5
589
.55
0.29
520.
0009
9983
.49
90.4
80.
2950
0.00
0998
83.4
391
.42
0.29
4820
400.
0010
0616
6.9
172.
00.
5705
0.00
1005
166.
817
2.8
0.57
010.
0010
0516
6.7
173.
70.
5697
0.00
1004
166.
617
4.6
0.56
9340
600.
0010
1525
0.3
255.
30.
8286
0.00
1014
250.
125
6.2
0.82
800.
0010
1424
9.9
257.
00.
8275
0.00
1014
249.
725
7.8
0.82
7060
800.
0010
2733
3.8
338.
91.
072
0.00
1026
333.
533
9.7
1.07
10.
0010
2633
3.3
340.
51.
071
0.00
1025
333.
134
1.3
1.07
080
100
0.00
1041
417.
642
2.8
1.30
30.
0010
4041
7.3
423.
51.
302
0.00
1040
417.
042
4.3
1.30
20.
0010
3941
6.7
425.
01.
301
100
120
0.00
1058
501.
950
7.2
1.52
30.
0010
5750
1.5
507.
91.
523
0.00
1057
501.
250
8.6
1.52
20.
0010
5650
0.8
509.
31.
521
120
140
0.00
1077
586.
859
2.2
1.73
40.
0010
7658
6.4
592.
91.
733
0.00
1076
586.
059
3.5
1.73
20.
0010
7558
5.6
594.
21.
731
140
160
0.00
1099
672.
767
8.1
1.93
80.
0010
9867
2.1
678.
71.
936
0.00
1097
671.
667
9.3
1.93
50.
0010
9767
1.1
679.
91.
934
160
180
0.00
1124
759.
676
5.2
2.13
40.
0011
2375
9.0
765.
72.
133
0.00
1122
758.
476
6.2
2.13
10.
0011
2275
7.8
766.
82.
130
180
200
0.00
1153
848.
085
3.8
2.32
50.
0011
5284
7.3
854.
22.
324
0.00
1151
846.
685
4.6
2.32
20.
0011
5084
5.9
855.
12.
321
200
220
0.00
1187
938.
494
4.4
2.51
30.
0011
8693
7.6
944.
72.
511
0.00
1184
936.
794
5.0
2.50
90.
0011
8393
5.8
945.
32.
507
220
240
0.00
1227
1031
.510
37.7
2.69
80.
0012
2510
30.4
1037
.82.
696
0.00
1224
1029
.310
37.9
2.69
40.
0012
2210
28.3
1038
.02.
692
240
260
0.00
1275
1128
.411
34.8
2.88
40.
0012
7311
27.0
1134
.62.
881
0.00
1271
1125
.611
34.5
2.87
90.
0012
6911
24.2
1134
.32.
876
260
280
0.04
227
2646
.728
58.1
6.09
10.
0332
026
06.0
2805
.25.
928
0.00
1331
1227
.012
36.3
3.06
60.
0013
2812
25.2
1235
.83.
063
280
300
0.04
535
2698
.929
25.6
6.21
10.
0361
926
68.3
2885
.56.
070
0.02
949
2633
.428
39.8
5.93
40.
0242
825
92.1
2786
.45.
794
300
320
0.04
813
2745
.529
86.2
6.31
50.
0387
827
20.9
2953
.56.
187
0.03
201
2693
.829
17.9
6.06
70.
0268
426
63.6
2878
.45.
951
320
340
0.05
073
2788
.730
42.4
6.40
80.
0411
427
68.1
3014
.96.
289
0.03
423
2745
.929
85.5
6.18
00.
0289
927
21.9
2953
.96.
077
340
360
0.05
319
2829
.730
95.6
6.49
30.
0433
428
11.9
3072
.06.
380
0.03
626
2793
.230
47.0
6.27
80.
0309
227
73.3
3020
.66.
184
360
380
0.05
555
2869
.131
46.8
6.57
30.
0454
228
53.6
3126
.16.
465
0.03
816
2837
.331
04.4
6.36
80.
0326
828
20.3
3081
.86.
279
380
400
0.05
784
2907
.431
96.6
6.64
80.
0474
228
93.6
3178
.26.
543
0.03
996
2879
.431
59.1
6.45
00.
0343
528
64.5
3139
.36.
366
400
420
0.06
007
2945
.032
45.3
6.71
90.
0493
629
32.6
3228
.86.
617
0.04
169
2919
.932
11.8
6.52
70.
0359
329
06.8
3194
.26.
446
420
440
0.06
225
2982
.032
93.3
6.78
80.
0512
429
70.9
3278
.36.
688
0.04
337
2959
.432
63.0
6.60
00.
0374
529
47.6
3247
.36.
522
440
460
0.06
439
3018
.733
40.7
6.85
30.
0530
830
08.5
3327
.06.
755
0.04
500
2998
.133
13.1
6.66
90.
0389
329
87.5
3298
.96.
593
460
480
0.06
650
3055
.233
87.7
6.91
70.
0548
930
45.9
3375
.26.
820
0.04
659
3036
.333
62.5
6.73
60.
0403
630
26.6
3349
.56.
661
480
500
0.06
858
3091
.634
34.5
6.97
80.
0566
730
82.9
3422
.96.
882
0.04
816
3074
.134
11.3
6.80
00.
0417
730
65.2
3399
.46.
726
500
520
0.07
064
3127
.834
81.1
7.03
70.
0584
331
19.8
3470
.46.
943
0.04
970
3111
.734
59.6
6.86
10.
0431
531
03.5
3448
.66.
789
520
540
0.07
268
3164
.135
27.5
7.09
50.
0601
631
56.7
3517
.67.
002
0.05
121
3149
.135
07.6
6.92
10.
0445
031
41.5
3497
.56.
850
540
560
0.07
470
3200
.435
74.0
7.15
20.
0618
831
93.5
3564
.77.
059
0.05
271
3186
.435
55.4
6.97
90.
0458
431
79.3
3546
.06.
909
560
580
0.07
671
3236
.836
20.4
7.20
70.
0635
832
30.3
3611
.87.
115
0.05
420
3223
.736
03.1
7.03
60.
0471
632
17.0
3594
.36.
966
580
600
0.07
870
3273
.336
66.8
7.26
00.
0652
632
67.2
3658
.87.
169
0.05
566
3261
.036
50.6
7.09
10.
0484
632
54.7
3642
.47.
022
600
640
0.08
265
3346
.737
59.9
7.36
50.
0686
033
41.2
3752
.87.
275
0.05
857
3335
.737
45.6
7.19
70.
0510
433
30.1
3738
.47.
130
640
680
0.08
657
3420
.638
53.5
7.46
50.
0719
034
15.7
3847
.17.
376
0.06
143
3410
.838
40.8
7.29
90.
0535
734
05.8
3834
.47.
232
680
720
0.09
045
3495
.339
47.6
7.56
20.
0751
734
90.9
3941
.97.
473
0.06
426
3486
.439
36.2
7.39
70.
0560
734
81.9
3930
.57.
331
720
760
0.09
431
3570
.840
42.4
7.65
50.
0784
235
66.8
4037
.37.
567
0.06
706
3562
.740
32.2
7.49
20.
0585
535
58.6
4027
.07.
427
760
800
0.09
815
3647
.141
37.9
7.74
60.
0816
436
43.4
4133
.37.
658
0.06
985
3639
.741
28.7
7.58
40.
0610
136
36.0
4124
.07.
519
800
Page 76 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.28:
Sub
cool
edw
ater
and
Sup
erhe
ated
Ste
am(9
0ba
rto
140
bar)
90ba
r(T
sat=
303.
3 C
)10
0ba
r(T
sat=
311.
0 C
)12
0ba
r(T
sat=
324.
7 C
)14
0ba
r(T
sat=
336.
7 C
)T
(C
)v
uh
sv
uh
sv
uh
sv
uh
sT
(C
)
0.01
0.00
0996
0.14
559.
107
0.00
046
0.00
0995
0.15
9110
.11
0.00
049
0.00
0994
0.18
4712
.12
0.00
055
0.00
0993
0.20
8414
.11
0.00
059
0.01
200.
0009
9883
.37
92.3
50.
2946
0.00
0997
83.3
193
.29
0.29
440.
0009
9683
.19
95.1
50.
2939
0.00
0996
83.0
797
.01
0.29
3520
400.
0010
0416
6.5
175.
50.
5689
0.00
1003
166.
317
6.4
0.56
850.
0010
0316
6.1
178.
10.
5678
0.00
1002
165.
917
9.9
0.56
7040
600.
0010
1324
9.6
258.
70.
8265
0.00
1013
249.
425
9.5
0.82
590.
0010
1224
9.1
261.
20.
8249
0.00
1011
248.
726
2.9
0.82
3860
800.
0010
2533
2.9
342.
11.
070
0.00
1024
332.
634
2.9
1.06
90.
0010
2333
2.2
344.
51.
068
0.00
1023
331.
734
6.1
1.06
680
100
0.00
1039
416.
442
5.8
1.30
00.
0010
3841
6.2
426.
51.
299
0.00
1038
415.
642
8.1
1.29
80.
0010
3741
5.1
429.
61.
296
100
120
0.00
1055
500.
551
0.0
1.52
00.
0010
5550
0.2
510.
71.
519
0.00
1054
499.
551
2.1
1.51
70.
0010
5349
8.8
513.
51.
516
120
140
0.00
1074
585.
259
4.8
1.73
00.
0010
7458
4.8
595.
51.
729
0.00
1073
583.
959
6.8
1.72
70.
0010
7158
3.1
598.
11.
725
140
160
0.00
1096
670.
768
0.5
1.93
30.
0010
9567
0.2
681.
11.
932
0.00
1094
669.
268
2.3
1.92
90.
0010
9366
8.2
683.
51.
927
160
180
0.00
1121
757.
276
7.3
2.12
90.
0011
2075
6.6
767.
82.
127
0.00
1118
755.
476
8.9
2.12
50.
0011
1775
4.3
769.
92.
122
180
200
0.00
1149
845.
185
5.5
2.31
90.
0011
4884
4.4
855.
92.
318
0.00
1146
843.
085
6.8
2.31
50.
0011
4484
1.6
857.
72.
312
200
220
0.00
1182
934.
994
5.6
2.50
60.
0011
8193
4.1
945.
92.
504
0.00
1179
932.
494
6.5
2.50
00.
0011
7693
0.7
947.
22.
497
220
240
0.00
1221
1027
.210
38.2
2.69
00.
0012
1910
26.1
1038
.32.
688
0.00
1216
1024
.010
38.6
2.68
30.
0012
1310
22.0
1039
.02.
679
240
260
0.00
1267
1122
.811
34.2
2.87
30.
0012
6511
21.5
1134
.12.
871
0.00
1262
1118
.811
34.0
2.86
60.
0012
5811
16.3
1133
.92.
861
260
280
0.00
1325
1223
.412
35.3
3.05
90.
0013
2312
21.6
1234
.83.
056
0.00
1317
1218
.112
33.9
3.05
00.
0013
1212
14.8
1233
.13.
044
280
300
0.00
1402
1331
.613
44.3
3.25
30.
0013
9813
29.1
1343
.13.
248
0.00
1390
1324
.313
40.9
3.24
00.
0013
8213
19.6
1339
.03.
231
300
320
0.02
271
2629
.528
33.9
5.83
50.
0192
725
89.9
2782
.75.
713
0.00
1494
1442
.414
60.3
3.44
40.
0014
8014
35.2
1455
.93.
432
320
340
0.02
486
2695
.829
19.6
5.97
70.
0214
926
67.2
2882
.15.
878
0.01
621
2598
.927
93.5
5.67
20.
0120
025
04.4
2672
.45.
429
340
360
0.02
672
2752
.029
92.5
6.09
40.
0233
327
29.3
2962
.66.
007
0.01
812
2678
.428
95.9
5.83
70.
0142
326
17.2
2816
.45.
661
360
380
0.02
840
2802
.430
58.0
6.19
60.
0249
527
83.6
3033
.16.
117
0.01
971
2742
.629
79.1
5.96
60.
0158
726
96.1
2918
.35.
819
380
400
0.02
996
2849
.131
18.8
6.28
70.
0264
428
33.0
3097
.46.
214
0.02
111
2798
.630
51.9
6.07
60.
0172
427
60.9
3002
.25.
946
400
420
0.03
144
2893
.231
76.1
6.37
10.
0278
328
79.2
3157
.56.
302
0.02
239
2849
.631
18.2
6.17
30.
0184
628
17.7
3076
.16.
054
420
440
0.03
284
2935
.532
31.1
6.45
00.
0291
529
23.1
3214
.66.
383
0.02
358
2897
.131
80.1
6.26
10.
0195
828
69.5
3143
.66.
150
440
460
0.03
420
2976
.632
84.4
6.52
30.
0304
129
65.4
3269
.56.
459
0.02
471
2942
.332
38.8
6.34
30.
0206
229
18.0
3206
.76.
237
460
480
0.03
551
3016
.733
36.3
6.59
30.
0316
330
06.6
3322
.96.
531
0.02
579
2985
.832
95.2
6.41
80.
0216
029
64.1
3266
.56.
318
480
500
0.03
680
3056
.233
87.3
6.66
00.
0328
130
46.9
3375
.16.
599
0.02
683
3028
.033
50.0
6.49
00.
0225
530
08.4
3324
.16.
393
500
520
0.03
805
3095
.134
37.6
6.72
40.
0339
730
86.6
3426
.36.
665
0.02
784
3069
.334
03.4
6.55
80.
0234
530
51.5
3379
.86.
464
520
540
0.03
928
3133
.734
87.2
6.78
60.
0351
031
25.9
3476
.96.
728
0.02
882
3109
.934
55.8
6.62
40.
0243
330
93.5
3434
.26.
532
540
560
0.04
049
3172
.135
36.5
6.84
60.
0362
131
64.8
3526
.96.
789
0.02
978
3150
.035
07.4
6.68
60.
0251
931
34.9
3487
.56.
597
560
580
0.04
168
3210
.335
85.4
6.90
40.
0373
032
03.5
3576
.56.
847
0.03
072
3189
.835
58.4
6.74
70.
0260
231
75.7
3540
.16.
659
580
600
0.04
286
3248
.436
34.2
6.96
00.
0383
832
42.1
3625
.86.
905
0.03
165
3229
.236
09.0
6.80
60.
0268
432
16.1
3591
.96.
719
600
640
0.04
518
3324
.637
31.2
7.06
90.
0404
933
19.0
3723
.97.
014
0.03
346
3307
.637
09.2
6.91
80.
0284
432
96.1
3694
.36.
834
640
680
0.04
746
3400
.838
28.0
7.17
30.
0425
733
95.8
3821
.57.
119
0.03
523
3385
.738
08.5
7.02
40.
0300
033
75.5
3795
.46.
942
680
720
0.04
971
3477
.439
24.8
7.27
20.
0446
134
72.9
3919
.07.
219
0.03
697
3463
.839
07.5
7.12
60.
0315
134
54.6
3895
.87.
045
720
760
0.05
193
3554
.540
21.9
7.36
80.
0466
335
50.4
4016
.77.
316
0.03
868
3542
.240
06.4
7.22
30.
0330
135
33.9
3995
.97.
144
760
800
0.05
413
3632
.241
19.4
7.46
10.
0486
236
28.5
4114
.77.
409
0.04
037
3621
.041
05.4
7.31
80.
0344
836
13.4
4096
.07.
239
800
Mechanical Engineering Data & Formulae Page 77
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.29:
Sub
cool
edw
ater
and
Sup
erhe
ated
Ste
am(1
60ba
rto
220
bar)
160
bar
(Tsa
t=
347.
4 C
)18
0ba
r(T
sat=
357.
0 C
)20
0ba
r(T
sat=
365.
7 C
)22
0ba
r(T
sat=
373.
7 C
)T
(C
)v
uh
sv
uh
sv
uh
sv
uh
sT
(C
)
0.01
0.00
0992
0.23
0216
.11
0.00
061
0.00
0991
0.25
0118
.09
0.00
063
0.00
0990
0.26
8020
.08
0.00
062
0.00
0989
0.28
4222
.05
0.00
061
0.01
200.
0009
9582
.95
98.8
70.
2930
0.00
0994
82.8
310
0.7
0.29
260.
0009
9382
.71
102.
60.
2921
0.00
0992
82.5
910
4.4
0.29
1620
400.
0010
0116
5.6
181.
70.
5662
0.00
1000
165.
418
3.4
0.56
540.
0009
9916
5.2
185.
20.
5646
0.00
0998
165.
018
6.9
0.56
3940
600.
0010
1024
8.4
264.
50.
8228
0.00
1009
248.
126
6.2
0.82
180.
0010
0824
7.7
267.
90.
8207
0.00
1008
247.
426
9.6
0.81
9760
800.
0010
2233
1.3
347.
61.
065
0.00
1021
330.
934
9.2
1.06
40.
0010
2033
0.4
350.
81.
062
0.00
1019
330.
035
2.4
1.06
180
100
0.00
1036
414.
543
1.1
1.29
50.
0010
3541
4.0
432.
61.
293
0.00
1034
413.
443
4.1
1.29
20.
0010
3341
2.9
435.
61.
290
100
120
0.00
1052
498.
151
5.0
1.51
40.
0010
5149
7.5
516.
41.
512
0.00
1050
496.
851
7.8
1.51
00.
0010
4949
6.2
519.
21.
509
120
140
0.00
1070
582.
359
9.5
1.72
30.
0010
6958
1.5
600.
81.
721
0.00
1068
580.
760
2.1
1.71
90.
0010
6758
0.0
603.
41.
718
140
160
0.00
1091
667.
368
4.7
1.92
50.
0010
9066
6.3
685.
91.
923
0.00
1089
665.
468
7.2
1.92
00.
0010
8766
4.5
688.
41.
918
160
180
0.00
1115
753.
277
1.0
2.12
00.
0011
1475
2.0
772.
12.
117
0.00
1112
750.
977
3.2
2.11
50.
0011
1174
9.8
774.
22.
112
180
200
0.00
1143
840.
385
8.6
2.30
90.
0011
4183
8.9
859.
52.
306
0.00
1139
837.
686
0.4
2.30
30.
0011
3783
6.3
861.
32.
300
200
220
0.00
1174
929.
094
7.8
2.49
40.
0011
7292
7.4
948.
52.
490
0.00
1170
925.
894
9.2
2.48
70.
0011
6892
4.3
949.
92.
484
220
240
0.00
1211
1019
.910
39.3
2.67
50.
0012
0810
18.0
1039
.72.
671
0.00
1205
1016
.010
40.1
2.66
80.
0012
0310
14.1
1040
.62.
664
240
260
0.00
1254
1113
.711
33.8
2.85
60.
0012
5111
11.3
1133
.82.
851
0.00
1247
1108
.911
33.8
2.84
70.
0012
4411
06.5
1133
.92.
842
260
280
0.00
1307
1211
.512
32.5
3.03
80.
0013
0212
08.4
1231
.83.
032
0.00
1298
1205
.312
31.3
3.02
60.
0012
9312
02.4
1230
.83.
021
280
300
0.00
1375
1315
.213
37.2
3.22
40.
0013
6813
11.0
1335
.63.
216
0.00
1361
1306
.913
34.1
3.20
90.
0013
5513
03.0
1332
.83.
202
300
320
0.00
1467
1428
.514
51.9
3.42
00.
0014
5614
22.2
1448
.43.
409
0.00
1445
1416
.414
45.3
3.39
90.
0014
3514
10.9
1442
.53.
390
320
340
0.00
1616
1561
.415
87.3
3.64
50.
0015
9115
50.1
1578
.73.
625
0.00
1569
1540
.115
71.5
3.60
80.
0015
5115
31.2
1565
.33.
593
340
360
0.01
106
2538
.727
15.6
5.46
20.
0046
2421
45.8
2233
.94.
658
0.00
2365
1834
.418
76.1
4.10
10.
0020
4717
68.2
1803
.93.
987
360
380
0.01
288
2642
.228
48.3
5.66
80.
0104
225
77.4
2764
.95.
505
0.00
8258
2494
.026
59.2
5.31
40.
0041
2521
83.2
2279
.44.
700
380
400
0.01
428
2719
.029
47.5
5.81
80.
0119
126
71.8
2886
.35.
688
0.00
9950
2617
.828
16.8
5.55
20.
0082
5525
54.2
2735
.85.
405
400
420
0.01
548
2783
.230
30.9
5.94
00.
0131
227
45.7
2981
.95.
828
0.01
120
2704
.529
28.5
5.71
60.
0095
8826
59.0
2869
.95.
602
420
440
0.01
655
2840
.231
05.0
6.04
50.
0141
728
08.9
3064
.05.
945
0.01
225
2775
.330
20.3
5.84
70.
0106
527
39.3
2973
.65.
749
440
460
0.01
753
2892
.531
73.0
6.13
90.
0151
228
65.6
3137
.76.
047
0.01
317
2837
.231
00.6
5.95
80.
0115
628
07.2
3061
.65.
871
460
480
0.01
845
2941
.532
36.7
6.22
50.
0159
929
17.9
3205
.76.
138
0.01
401
2893
.231
73.4
6.05
60.
0123
828
67.5
3139
.95.
976
480
500
0.01
932
2988
.132
97.3
6.30
50.
0168
129
67.1
3269
.76.
222
0.01
479
2945
.332
41.2
6.14
50.
0131
429
22.8
3211
.86.
070
500
520
0.02
016
3033
.133
55.6
6.37
90.
0175
930
14.1
3330
.76.
300
0.01
553
2994
.633
05.2
6.22
60.
0138
429
74.5
3279
.06.
156
520
540
0.02
096
3076
.734
12.1
6.44
90.
0183
330
59.5
3389
.56.
373
0.01
623
3041
.833
66.4
6.30
30.
0145
130
23.7
3342
.96.
236
540
560
0.02
174
3119
.434
67.3
6.51
60.
0190
531
03.6
3446
.66.
443
0.01
690
3087
.534
25.6
6.37
40.
0151
430
71.0
3404
.16.
310
560
580
0.02
250
3161
.435
21.4
6.58
10.
0197
531
46.8
3502
.46.
509
0.01
755
3132
.034
83.0
6.44
30.
0157
531
16.8
3463
.46.
381
580
600
0.02
324
3202
.835
74.6
6.64
20.
0204
331
89.3
3557
.06.
572
0.01
818
3175
.535
39.2
6.50
80.
0163
531
61.6
3521
.26.
448
600
640
0.02
467
3284
.536
79.2
6.75
90.
0217
432
72.7
3664
.06.
692
0.01
940
3260
.736
48.7
6.63
00.
0174
832
48.6
3633
.26.
573
640
680
0.02
607
3365
.237
82.2
6.87
00.
0230
133
54.7
3768
.96.
804
0.02
056
3344
.237
55.5
6.74
50.
0185
633
33.5
3742
.06.
690
680
720
0.02
742
3445
.438
84.1
6.97
50.
0242
434
36.0
3872
.36.
911
0.02
169
3426
.638
60.5
6.85
30.
0196
134
17.2
3848
.66.
799
720
760
0.02
875
3525
.539
85.5
7.07
50.
0254
435
17.1
3975
.07.
012
0.02
279
3508
.639
64.4
6.95
50.
0206
335
00.1
3953
.86.
903
760
800
0.03
006
3605
.740
86.6
7.17
10.
0266
235
98.1
4077
.27.
109
0.02
387
3590
.440
67.7
7.05
30.
0216
235
82.6
4058
.27.
002
800
Page 78 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.30:
Sup
ercr
itica
lste
am(2
50ba
rto
500
bar)
250
bar
300
bar
400
bar
500
bar
T(
C)
vu
hs
vu
hs
vu
hs
vu
hs
T(
C)
0.01
0.00
0988
0.30
4925
0.00
056
0.00
0986
0.33
0829
.90.
0004
30.
0009
810.
3511
39.6
-0.0
0008
0.00
0977
0.33
2349
.17
-0.0
0087
0.01
200.
0009
9182
.41
107.
180.
2909
0.00
0989
82.1
211
1.8
0.28
970.
0009
8581
.52
120.
90.
2872
0.00
098
80.9
313
00.
2845
2040
0.00
0997
164.
618
9.5
0.56
270.
0009
9516
4.1
193.
90.
5607
0.00
0991
163
202.
60.
5568
0.00
0987
161.
921
1.3
0.55
2840
600.
0010
0624
6.9
272.
10.
8181
0.00
1004
246.
127
6.2
0.81
560.
001
244.
628
4.6
0.81
050.
0009
9624
3.1
292.
90.
8054
6080
0.00
1018
329.
435
4.8
1.05
90.
0010
1632
8.3
358.
81.
056
0.00
1011
326.
336
6.8
1.05
0.00
1007
324.
437
4.7
1.04
480
100
0.00
1031
412.
143
7.9
1.28
80.
0010
2941
0.8
441.
71.
284
0.00
1024
408.
344
9.3
1.27
70.
0010
240
5.9
456.
91.
2710
0
120
0.00
1047
495.
252
1.4
1.50
60.
0010
4549
3.6
525
1.50
20.
0010
449
0.6
532.
21.
494
0.00
1035
487.
753
9.4
1.48
612
014
00.
0010
6557
8.8
605.
41.
715
0.00
1062
576.
960
8.8
1.71
0.00
1057
573.
361
5.6
1.70
10.
0010
5256
9.8
622.
41.
692
140
160
0.00
1085
663.
169
0.2
1.91
50.
0010
8266
0.8
693.
31.
910.
0010
7665
6.5
699.
61.
899
0.00
107
652.
470
61.
889
160
180
0.00
1108
748.
277
5.9
2.10
80.
0011
0574
5.5
778.
72.
102
0.00
1098
740.
578
4.4
2.09
10.
0010
9173
5.6
790.
22.
079
180
200
0.00
1135
834.
486
2.7
2.29
60.
0011
383
1.2
865.
12.
289
0.00
1122
825.
287
0.1
2.27
60.
0011
1581
9.6
875.
32.
263
200
220
0.00
1164
921.
995
1.1
2.47
90.
0011
5991
8.2
953
2.47
10.
0011
591
1.1
957.
12.
456
0.00
1141
904.
496
1.5
2.44
122
024
00.
0011
9910
11.3
1041
.32.
658
0.00
1193
1006
.810
42.6
2.64
90.
0011
8199
8.4
1045
.62.
632
0.00
1171
990.
510
492.
615
240
260
0.00
1239
1103
.111
34.1
2.83
50.
0012
3110
97.6
1134
.62.
825
0.00
1217
1087
.411
36.1
2.80
50.
0012
0410
78.1
1138
.32.
786
260
280
0.00
1287
1198
.112
30.2
3.01
20.
0012
7711
91.3
1229
.63
0.00
1259
1178
.812
29.1
2.97
60.
0012
4311
67.5
1229
.72.
954
280
300
0.00
1346
1297
.413
31.1
3.19
20.
0013
3212
88.7
1328
.73.
176
0.00
1308
1273
.113
25.4
3.14
70.
0012
8812
59.3
1323
.73.
121
300
320
0.00
1421
1403
.214
38.7
3.37
60.
0014
0113
91.5
1433
.53.
355
0.00
1368
1371
.314
263.
319
0.00
1341
1354
.214
21.2
3.28
932
034
00.
0015
2615
19.3
1557
.53.
573
0.00
1493
1502
.315
47.1
3.54
40.
0014
4314
74.8
1532
.53.
496
0.00
1405
1452
.815
23.1
3.45
734
036
00.
0018
5817
14.6
1750
.43.
897
0.00
1715
1663
.317
04.5
3.81
10.
0015
8116
05.1
1660
.13.
713
0.00
1507
1568
.416
37.2
3.65
136
038
00.
0027
4919
87.1
2052
.84.
350.
0021
6518
67.2
1922
4.14
50.
0018
0517
57.9
1816
.63.
962
0.00
1656
1698
.317
68.3
3.86
338
040
00.
0052
8423
72.9
2510
.35.
030.
0029
3720
93.3
2180
.34.
518
0.00
2102
1913
.819
87.5
4.21
30.
0018
3818
29.3
1908
.64.
072
400
420
0.00
7579
2580
2769
.45.
420.
0045
6623
71.7
2512
.34.
999
0.00
2518
2077
.621
74.1
4.47
50.
0020
6519
62.6
2056
.84.
282
420
440
0.00
8697
2679
.628
97.1
5.60
10.
0062
2825
6227
48.9
5.34
20.
0031
3822
54.3
2381
.24.
761
0.00
2355
2099
.822
13.5
4.49
644
046
00.
0096
1727
58.8
2999
.25.
743
0.00
7193
2668
2883
.85.
528
0.00
4149
2447
.426
13.3
5.08
40.
0027
4122
42.4
2379
.64.
7246
048
00.
0104
228
26.6
3087
.15.
861
0.00
7992
2752
.229
925.
674
0.00
495
2579
.227
77.2
5.30
50.
0032
7723
91.7
2556
.84.
957
480
500
0.01
114
2887
.431
65.9
5.96
40.
0086
928
24.1
3084
.85.
796
0.00
5625
2681
.729
06.7
5.47
50.
0038
8925
2827
22.5
5.17
650
0
520
0.01
181
2943
.232
38.5
6.05
70.
0093
228
88.1
3167
.75.
901
0.00
6213
2766
.930
15.4
5.61
30.
0044
1726
36.5
2857
.45.
348
520
540
0.01
244
2995
.733
06.6
6.14
20.
0098
9929
46.7
3243
.75.
996
0.00
674
2841
.131
10.7
5.73
20.
0048
9627
28.4
2973
.25.
492
540
560
0.01
303
3045
.633
71.3
6.22
0.01
044
3001
.633
14.8
6.08
30.
0072
2129
07.8
3196
.75.
837
0.00
5332
2808
.830
75.4
5.61
756
058
00.
0135
930
93.6
3433
.56.
294
0.01
095
3053
.633
82.3
6.16
30.
0076
6929
69.3
3276
5.93
10.
0057
3428
8131
67.7
5.72
658
060
00.
0141
431
40.2
3493
.76.
364
0.01
144
3103
.534
46.9
6.23
70.
0080
8930
26.9
3350
.46.
017
0.00
6109
2947
.232
52.6
5.82
560
0
640
0.01
518
3230
.236
09.7
6.49
40.
0123
731
98.9
3569
.96.
375
0.00
8869
3134
.134
88.8
6.17
20.
0067
9630
67.4
3407
.25.
998
640
680
0.01
617
3317
.437
21.5
6.61
40.
0132
432
90.1
3687
.26.
501
0.00
9589
3234
3617
.66.
310.
0074
2231
76.9
3548
6.14
968
072
00.
0171
134
02.8
3830
.66.
726
0.01
406
3378
.638
00.5
6.61
70.
0102
633
29.4
3740
6.43
60.
0080
0432
79.5
3679
.66.
284
720
760
0.01
803
3487
.239
37.9
6.83
20.
0148
634
65.5
3911
.36.
727
0.01
091
3421
.738
57.9
6.55
20.
0085
5233
77.4
3805
6.40
876
080
00.
0189
235
70.9
4044
6.93
20.
0156
335
51.4
4020
.26.
830.
0115
235
11.9
3972
.86.
661
0.00
9074
3472
.339
266.
523
800
Mechanical Engineering Data & Formulae Page 79
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Tabl
eE
.31:
Sup
ercr
itica
lste
am(6
00ba
rto
1000
bar)
600
bar
700
bar
800
bar
1000
bar
T(
C)
vu
hs
vu
hs
vu
hs
vu
hs
T(
C)
0.01
0.00
0972
0.27
7758
.63
-0.0
0193
0.00
0968
0.19
0267
.97
-0.0
0323
0.00
0964
0.07
2577
.22
-0.0
0476
0.00
0957
-0.2
439
95.4
3-0
.008
440.
01
200.
0009
7780
.35
138.
90.
2818
0.00
0973
79.7
614
7.9
0.27
90.
0009
6979
.19
156.
70.
2761
0.00
0962
78.0
417
4.2
0.27
2040
0.00
0983
160.
921
9.9
0.54
890.
0009
815
9.9
228.
40.
5449
0.00
0976
158.
923
70.
5409
0.00
0969
157
253.
90.
5329
4060
0.00
0992
241.
630
1.1
0.80
040.
0009
8924
0.2
309.
40.
7955
0.00
0985
238.
831
7.6
0.79
050.
0009
7823
6.2
334
0.78
0860
800.
0010
0332
2.5
382.
71.
038
0.00
0999
320.
739
0.6
1.03
20.
0009
9631
8.9
398.
51.
026
0.00
0988
315.
541
4.4
1.01
580
100
0.00
1016
403.
546
4.5
1.26
30.
0010
1240
1.3
472.
11.
257
0.00
1008
399.
147
9.8
1.25
0.00
139
549
51.
237
100
120
0.00
103
484.
854
6.7
1.47
80.
0010
2648
2.1
554
1.47
0.00
1022
479.
556
1.3
1.46
30.
0010
1447
4.6
576
1.44
912
014
00.
0010
4756
6.5
629.
31.
683
0.00
1042
563.
363
6.2
1.67
40.
0010
3756
0.2
643.
21.
666
0.00
1028
554.
465
7.2
1.65
140
160
0.00
1065
648.
571
2.4
1.87
90.
0010
664
4.8
718.
91.
870.
0010
5464
1.2
725.
51.
861
0.00
1045
634.
473
8.9
1.84
316
018
00.
0010
8573
179
6.2
2.06
80.
0010
7972
6.7
802.
22.
058
0.00
1074
722.
580
8.4
2.04
80.
0010
6371
4.7
820.
92.
028
180
200
0.00
1108
814.
288
0.7
2.25
10.
0011
0180
9.1
886.
22.
239
0.00
1095
804.
389
1.8
2.22
80.
0010
8379
5.3
903.
52.
207
200
220
0.00
1133
898.
296
6.2
2.42
80.
0011
2589
2.3
971
2.41
50.
0011
1888
6.7
976.
12.
402
0.00
1104
876.
398
6.7
2.37
922
024
00.
0011
6198
3.2
1052
.82.
60.
0011
5297
6.3
1056
.92.
586
0.00
1143
969.
810
61.3
2.57
20.
0011
2895
7.9
1070
.72.
546
240
260
0.00
1193
1069
.411
412.
769
0.00
1182
1061
.411
44.1
2.75
20.
0011
7210
53.9
1147
.72.
737
0.00
1154
1040
.211
55.6
2.70
826
028
00.
0012
2911
57.3
1231
2.93
40.
0012
1611
47.8
1232
.92.
916
0.00
1204
1139
.112
35.4
2.89
80.
0011
8311
23.3
1241
.62.
866
280
300
0.00
127
1247
1323
.33.
098
0.00
1254
1235
.913
23.7
3.07
70.
0012
412
25.7
1324
.93.
057
0.00
1215
1207
.413
28.9
3.02
230
0
320
0.00
1318
1339
.214
18.3
3.26
10.
0012
9813
25.9
1416
.73.
237
0.00
128
1313
.814
16.3
3.21
40.
0012
512
92.7
1417
.73.
174
320
340
0.00
1374
1434
.215
16.7
3.42
40.
0013
4914
18.1
1512
.53.
395
0.00
1327
1403
.815
09.9
3.36
90.
0012
913
79.1
1508
.13.
324
340
360
0.00
1457
1541
.116
23.1
3.60
40.
0014
1915
19.1
1613
.73.
565
0.00
1388
1500
.416
07.4
3.53
20.
0013
3914
69.6
1600
.63.
477
360
380
0.00
1569
1657
.817
40.6
3.79
40.
0015
0916
27.2
1722
.83.
742
0.00
1464
1602
.517
10.7
3.7
0.00
1398
1563
.516
96.5
3.63
238
040
00.
0017
0117
75.1
1864
.63.
982
0.00
1613
1735
.618
36.8
3.91
60.
0015
4917
04.7
1818
3.86
30.
0014
6216
57.5
1795
.23.
782
400
420
0.00
1856
1893
.419
94.1
4.16
70.
0017
3118
44.5
1955
4.08
60.
0016
4518
07.1
1928
.54.
023
0.00
1532
1751
.318
963.
929
420
440
0.00
2042
2013
.321
28.8
4.35
20.
0018
6819
54.2
2076
.94.
255
0.00
1754
1909
.920
41.9
4.18
10.
0016
0918
45.1
1998
.74.
073
440
460
0.00
227
2135
.422
68.6
4.53
90.
0020
2820
6522
02.2
4.42
20.
0018
7720
13.2
2158
4.33
70.
0016
9419
39.1
2103
.34.
214
460
480
0.00
2555
2260
.124
13.7
4.73
0.00
2219
2177
2330
.94.
591
0.00
202
2117
.222
76.4
4.49
20.
0017
8920
33.2
2209
.44.
354
480
500
0.00
2922
2388
2564
.64.
926
0.00
2449
2290
.524
62.9
4.76
10.
0021
8622
2223
97.1
4.64
70.
0018
9521
27.6
2316
.84.
491
500
520
0.00
3361
2512
.327
13.9
5.11
90.
0027
3224
05.5
2598
.34.
933
0.00
2382
2327
.525
19.8
4.80
10.
0020
1522
22.1
2425
.34.
627
520
540
0.00
3762
2617
.228
42.9
5.28
0.00
3067
2518
.727
33.4
5.10
30.
0026
1624
33.9
2644
.84.
957
0.00
215
2316
.825
34.8
4.76
254
056
00.
0041
4227
09.6
2958
.15.
420.
0033
7826
17.6
2854
.15.
250.
0028
8525
38.2
2769
5.11
0.00
2305
2411
.726
45.3
4.89
656
058
00.
0044
9927
92.1
3062
5.54
30.
0036
8327
07.3
2965
.15.
382
0.00
3135
2631
.228
825.
244
0.00
2484
2506
.827
56.8
5.03
158
060
00.
0048
3428
66.9
3157
5.65
30.
0039
7527
89.3
3067
.55.
50.
0033
8427
17.4
2988
.15.
367
0.00
2672
2597
.828
65.1
5.15
860
0
640
0.00
5447
3000
.433
27.3
5.84
40.
0045
229
34.8
3251
.25.
706
0.00
3861
2872
.131
815.
583
0.00
3026
2761
.230
63.8
5.38
164
068
00.
0060
0331
19.6
3479
.86.
007
0.00
5018
3063
.134
14.4
5.88
10.
0043
0630
08.5
3352
.95.
768
0.00
3376
2907
.732
45.3
5.57
568
072
00.
0065
1832
29.5
3620
.66.
152
0.00
5478
3180
.235
63.6
6.03
40.
0047
231
32.1
3509
.75.
929
0.00
3712
3041
.734
135.
748
720
760
0.00
733
33.2
3753
.26.
283
0.00
5909
3289
.537
03.1
6.17
20.
0051
0832
46.7
3655
.36.
073
0.00
4031
3165
.535
68.6
5.90
176
080
00.
0074
5734
32.7
3880
.26.
403
0.00
6317
3393
.638
35.8
6.29
80.
0054
7633
55.2
3793
.36.
204
0.00
4336
3281
.637
15.2
6.04
800
Page 80 Mechanical Engineering Data & Formulae
E.12 Thermodynamic property tables for water/steam (IAPWS-IF97 formulation)
Acknowledgements
The Editor wishes to express his sincere gratitude to all of the many Mechanical EngineeringDepartment staff, past and present, who have helped to compile this work.
Perfect gas properties in Table E.3 are based on data from Technical Data on Fuel (7th edition),ed. J.W. Rose and J.R. Cooper, Scottish Academic Press, 1977.
Enthalpies of ideal (but not perfect) gases in Table E.5 are approximate values obtained fromfitting quadratic relationships to enthalpy-temperature data from Rose and Cooper, TechnicalData on Fuel ; the coefficients of the corresponding linear specific heat relationships and themean and maximum errors are also given. This allows a choice between tabular and ana-lytical methods for solving combustion problems, with consistent results. The particular formof functional relationship is one, which enables combustion product temperature to be foundwithout iteration. Tables E.8 and E.9, for heating (or calorific) values (negative of enthalpiesof combustion) of simple compounds and some typical fuels, is based on data from the samesource.
The Moody diagram of Figure E.1 was plotted using the equation of Colebrook and White forturbulent flow in rough pipes and Prandtl’s equation for turbulent flow in smooth pipes, as quotedin Engineering Sciences Data Unit document ESDU 66027.
The psychrometric chart in Figure E.2, for standard atmospheric pressure, is based on thatpublished in 1970 by the Institution of Heating and Ventilating Engineers.
The R134a data of Tables E.10 to E.15 have been condensed from much more detailed ta-bles in the ICI Chemicals & Polymers Ltd publication Thermodynamic Properties of KLEA134a.Other physical properties of R134a, together with the equations from which the thermodynamicproperties were computed, are in Physical Property Data KLEA134a, ICI Chemicals & Poly-mers Ltd, Runcorn, 1993. The refrigerants business ICI Klea was acquired in 2001 by INEOSFluor.
The typescript was prepared in LATEX 2εand set in Helvetica and Micropress HV Math.
Patrick Leevers, July 2009
Mechanical Engineering Data & Formulae Page 81
Index
Aluminium, 35Aluminium alloy, 65Amplifier
operational, 27
Beam, 35Bias, 19binomial series, 6Biot number, 44Bit, 26Bode plot, 26Boundary layer, 47Brass, 35, 65Brick, 65
Calorific value, 54Capacitor, 21Charge, 21Chords
intersecting, 8Circle, 9Clutch, 33Combustion data, 52Compressible flow, 47Concrete, 35, 65Cone, 10Confidence, 20Connection
delta, 24star, 24
Constantphysical, 3time, 23
ContinuityEquation of, 46
Convectionforced, 45
Cosine rule, 8Couette flow, 47Cross product, 6Current, 21Curvature
radius, 11Cylinder
pressurised, 39thick-walled, 41
Determinant, 5Difference amp, 27
Differential, 11Differential equation, 12Differentiation
partial, 10Differentiator, 27Distribution, 17
binomial, 18normal, 19Poisson, 18
Dot product, 6Drag
coefficient of, 44
Electromagnetism, 24Ellipse, 9Expansion
thermal, 35Expectation, 17Extremum, 11
Filterhigh-pass, 26low-pass, 26
Fluxmagnetic, 24
Forcemagnetic, 24
Fourier number, 44Fourier series, 16Friction factor, 44, 48
Geometry, 8Glass, 65Grashof number, 44
Heating value, 54Hyperbola, 9
Impedance, 24Inductor, 21Information, 26Integral, 12
definite, 12indefinite, 12
Integrationnumerical, 15
Integrator, 27Isentropic flow, 47
Kinematics, 33
82
INDEX
Kirchhoff’s laws, 22
Laplace transform, 14Leibnitz’s rule, 10Lift
coefficient of, 44Logarithm, 5
natural, 5
Magnetomotive force, 24Modulus
Shear, 35shear, 35Young’s, 35
Moody diagram, 48Motor
d.c., 25
Networka.c., 23
Nusselt number, 44
Op-amp, 27
Parabola, 9Parallel axis theorem, 35, 36Perfect gas, 50Permeability, 24Permittivity, 24Phasor, 24Poisson’s ratio, 35polyethylene, 65Polystyrene
expanded, 65Prandtl number, 44Prantl-Meyer function, 47Prefix, 3Principal stress, 40Psychrometric chart, 67Pyramid, 10
Quadratic, 5
Rayleigh number, 44Refrigerant, 55Reliability, 19Reluctance, 24Resistor, 21Reynolds number, 44Richardson’s formula, 16Root mean square value, 23
Screw, 33Semi-perfect gas, 52
Shear stressmaximum, 40
Shock, 47SI units, 1Sine rule, 8Specific heat, 65Sphere, 10Sphere, hollow pressurised, 39Spring, 39Standard deviation, 18Standard error, 19Stanton number, 44Stationary point, 11Statistics, 17Steam tables, 67Steel
mild, 35, 65stainless, 65
Stirling’s formula, 7Stress
principal, 40Student t table, 20Summing amp, 27Surface tension, 65
Taylor’s expansion, 10Thermal conductivity, 65Titanium, 35Torsion, 38Transformer, 25Transient, 23Triple product
scalar, 6vector, 6
Twist, 38
Unsteady flow, 46
Variance, 17Vector, 6Viscosity
absolute, 65dynamic, 65
Voltage, 21
Waveform, 23Wedge, spherical, 10Wood, 35, 65
Yieldcriterion of, 40
Mechanical Engineering Data & Formulae Page 83