SFTE Reference Handbook Third Edition 2013
Society of Flight Test Engineers
Reference Handbook
Third Edition 2013
Page - i SFTE Reference Handbook Third Edition 2013
Society of Flight Test Engineers Reference Handbook
2013 Edition
Corporate support supplied by
Cessna Aircraft for printing the 2007 Edition
And
The National Test Pilot School
Contributing Authors Al Lawless (sections 1-8, 10-12, 15, 18) Greg Lewis (section 2.6) Bill Norton (sections 9, 13) Dan Hrehov (section 14) Steven Arney (section 16) John Minor (section 19) David Kidman, Christopher Moulder, Craig Stevens (section 17)
Edited by Lee Gardner & Darcy Painter 1998-2006 Harold Weaver 2006-2013
The SFTE handbook committee continually seeks corporate sponsors for this book and authors for new sections (including but not limited to INS, GPS, EMI/EMF, radar, avionics, R&M, E-O, human factors, orbital mechan- ics, armament)
Page - ii SFTE Reference Handbook Third Edition 2013
Publication Policy
Copyright (C) 2013 by Society Of Flight Test Engineers
All rights reserved. This Technical Handbook is for the exclusive use of the Society of Flight Test Engineers individual and Corporate Members. The Technical information contained herein may not be reproduced by any other individual or organization in any form without writ- ten permission from the Society of Flight Test Engineers. The Society reserves the exclusive right of publication.
For further information concerning the publication policy, write to:
Society of Flight Test Engineers 44814 N. Elm Avenue Lancaster, California 93534 USA
Or:
Contact the Society of Flight Test Engineers through their web site at www.sfte.org.
Please submit corrections or additions to
SFTE Handbook Committee 44814 N. Elm Avenue Lancaster, CA 93534 USA
Phone (661) 949-2095 Fax: (661) 949-2096 email: [email protected]
Page - iii SFTE Reference Handbook Third Edition 2013
SFTE Reference Handbook
Quick Index
Tab Section______
1 General Information 2 Mathematics 3 Earth and Atmosphere 4 Pitot Statics 5 Aerodynamics 6 Axis Systems and Transformations 7 Mass Properties 8 Motion/Vibration Analysis 9 Material Strength (Loads) 10 Reciprocating Engines 11 Propellers 12 Fixed-Wing Performance Standardization 13 Acoustics 14 Electromagnetic Compatibility 15 Handling Qualities 16 Rotary Wing 17 Gas Turbine Propulsion 18 Radio Communications 19 The Electromagnetic Spectrum
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SFTE Reference Handbook Complete Table of Contents Tab Section______1 General Information 1.1 Unit Conversions 1.2 Greek Alphabet 1.3 Greek Symbols Used for Aircraft 1.4 Common Subscripts 1.5 Common Abbreviations 1.6 Sign Conventions 1.7 Thermodynamic Relations 1.8 Mechanics Relations 1.9 International Phonetic Alphabet and Morse Code
2 Mathematics 2.1 Algebra 2.2 Geometry 2.3 Trigonometry 2.4 Matrix Algebra 2.5 Vector Algebra 2.6 Statistics 2.7 Standard Series 2.8 Derivative Table 2.9 Integral Table 2.10 Laplace Transform Table
3 Earth and Atmosphere 3.1 Universal Constants 3.2 Earth Properties 3.3 General Properties of Air 3.4 Standard Atmosphere 3.5 Sea States 3.6 Sunrise and Sunset Times 3.7 Crosswind Components 3.8 Geodetic Measurements
4 Pitot Statics 4.1 Subsonic Airspeed and Mach Equations 4.2 Scale Altitude (Compressibility) Correction 4.3 Subsonic Relations between Compressible and Incompressible Dynamic Pressure 4.4 Supersonic Airspeed and Mach Equations 4.5 Total Temperature Equation 4.6 Altimeter Equation 4.7 Position Error Test Methods 4.8 Position Error Certification Requirements 4.9 PEC Correction Process Flow Chart 4.10 Airspeed/Altitude/Mach Graphic Relation 4.11 Effect of Errors on Calibrated Airspeed and Altitude
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5 Aerodynamics 5.1 Dimensional Analysis Interpretations 5.2 General Aerodynamic Relations 5.3 Wing Design Effects on Lift Curve Slope 5.4 Elements of Drag 5.5 Aerodynamic Compressibility Relations 5.6 Drag Polars
6 Axis Systems and Transformations 6.1 Earth Axis System 6.2 Aircraft Axis System 6.3 Euler Angles 6.4 Flightpath Angles 6.5 Axis System Transformations
7 Mass Properties 7.1 Abbreviations and Terminology 7.2 Longitudinal and Lateral cg Measurement 7.3 Vertical cg Measurement 7.4 Moment & Product of Inertia Measurement
8 Motion/Vibration Analysis 8.1 Recurring Abbreviations 8.2 First Order Motion 8.3 Second Order Motion 8.4 Complex Plane 8.5 Parameter Conversions 8.6 Vibration Nomograph
9 Material Strength (Loads) 9.1 Terminology 9.2 Material Stress and Strain 9.3 V-n Diagram 9.4 Strain Gauges
10 Reciprocating Engines 10.1 Abbreviations and Terminology 10.2 Reciprocating Engine Modeling 10.3 Reciprocating Engine Power Standardization 10.4 FAA Approved Engine Temp. Corrections
11 Propellers 11.1 Abbreviations and Terminology 11.2 Propeller Geometry 11.3 Propeller Coefficients 11.4 Efficiency and States 11.5 Propeller Theory 11.6 Propeller Modeling 11.7 Propeller Flight Test
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12 Fixed-Wing Performance Standardization 12.1 Recurring Abbreviations 12.2 Standardization Techniques 12.3 Takeoff Distance 12.4 Landing Distance 12.5 Climb/Descent/Acceleration 12.6 Level Turn Performance 12.7 Reciprocating Engine Cruise Performance 12.8 Jet Aircraft Cruise Performance
13 Acoustics 13.1 Abbreviations and Terminology 13.2 Velocities, Spectrum, and Reference Levels 13.3 Pressure, Intensity 13.4 Weighting Curves 13.5 1/3 Octave Center Frequencies
14 Electromagnetic Compatibility (EMC) 14.1 Introduction 14.2 Abbreviations 14.3 Terms 14.4 Fundamentals 14.5 Electromagnetic Interference (EMI) 14.6 Testing 14.7 Lightening 14.8 High Intensity Radiated Fields (HIRF) 14.9 Precipitation Static (Pstatic) 14.10 Reference Material
15 Handling Qualities 15.1 Cooper-Harper Rating Related Figures
16 Rotary Wing 16.1 Principal Aeroderivatives 16.2 Forward Flight Static And Dynamic Stability
17 Gas Turbine Propulsion 17.1 Turbine Engine Basics 17.2 Propulsion System Analysis 17.3 Turbine Engine Operation 17.4 Additional Information
18 Radio Comunications
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19 The Electromagnetic Spectrum 19.1 Electromagnetic Waves 19.2 The Electromagnetic Spectrum
19.3 Radio Frequency Electromagnetic Radiation 19.4 Optical Frequency Electromagnetic Radiation 19.5 Atmospheric Transmission Windows
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Section 1 General Information Unit Conversion Website Link http://www.digitaldutch.com/atmoscalc/. 1.1 Unit Conversions Prefix Multipliers Angles Angular Acceleration Angular Velocity Area Density Electrical Quantities Energy / Work Force Illumination Inertia Length Linear Acceleration Mass Power Pressure Temperature Time Torque Velocity Viscosity Volume
1.2 Greek Alphabet 1.3 Greek Symbols used for Aircraft 1.4 Common Subscripts 1.5 Common Abbreviations 1.6 Sign Conventions 1.7 Thermodynamic Relations 1.8 Mechanics Relations
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1.1 Unit Conversions (references 1.1, 1.2)
Prefix Multipliers 1018 exa E 1015 peta P 1012 tera T 109 giga G 106 mega M 103 kilo k 102 hecto h 10 deka da 10-1 deci d 10-2 centi c 10-3 milli m 10-6 micro μ 10-9 nano n 10-12 pico p 10-15 femto f 10-18 atto a
Multiply by To Obtain
(Common FTE conversions in boldface) Angles circles 1 circumferences circles 12 signs circles 21,600 minutes circles 2π radians circles 360 degrees degrees .01111 quadrants degrees 3600 seconds degrees 60 minutes mils (Army) .05625 degrees mils (Navy) .05729 degrees quadrants 90 degrees radians 57.2958 degrees revolutions 360 degrees sphere 4π steradians #
#solid angle measurement
Angular rev/min2 0.001745 rad/sec2 Acceleration
Angular cycles/sec 6.2814 rads/sec Velocity rads/sec 0.1592 rev/sec (cycles/sec) rads/sec 9.549 rpm rad/sec 57.296 deg/sec rpm 0.01667 rev/sec
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Area acres 43,560 ft2 ares 100 m2 barn 10-28 m2 centares 1 m2 circular mils 7.854 x 10-7 in2 cm2 100 mm2 ft2 144 in2 ft2 0.09290304 m2 in2 6.452 cm2 in2 106 mils2 m2 10.76 ft2 section 2,589,988.1 m2 st. mile2 27,780,000 ft2 st. mile2 2.590 km2 township 93,239,572 m2 yd2 9 ft2 yd2 0.8361 m2
Density * grams/cm3 0.03613 pounds/in3 grams/cm3 62.43 pounds/ft3 kg/m3 16.018463 pounds/ft3 slugs/ft3 515.4 kg/m3 pounds/in3 * 1728 pounds/ft3 slugs/ft3 1.94 grams/cm3 * Converting between force and mass (e.g. kg force to kg mass or pound force to pound mass) uses g = 32.174 ft/sec^2
Electrical amperes 0.1 abamperes Quantities amperes 1.0365x10-5 faradays/sec amperes 2.998x109 statamperes amperes.cicmil 1.973x105 amperes/cm2 ampere-hours 3,600 coulombs ampere-hours 1.079x1013 statcoulombs ampere turn/cm 1.257 gilberts/cm ampere turn/cm 1.257 oersteds coulombs 0.1 abcoulombs coulombs 6.243x1018 electronic charges coulombs 1.037x10-5 faradays coulombs 2.998x109 statcoulombs faradays 26.8 apmere-hours farads 10-9 abfarads farads 106 microfarads farads 8.986x1011 statfarads gausses 1 maxwells/cm2
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Electrical gausses 6.452 lines/in2 Quantities gilberts 0.7958 ampere turns Cont. henries 109 abhenries henries 1.113x10-12 stathenries maxwells 1 lines oersteds 2.998x1010 statoersteds ohms 109 abohms ohms 1.113x1012 statohms ohm-cm 6.015x106 circ mil-ohms/ft volts 108 abvolts volts 0.003336 statvolts
Energy / Btu 1.055x1010 ergs Work Btu 1055.1 Joules (N-m) Btu 2.9302x10-4 kilowatt-hours Btu 251.99 calories (gram) Btu 778.03 foot-pounds calories 4.1868 watt-seconds calories 3.088 foot-pounds electron volt 1.519x10-22 Btu ergs 1 dyne-centimeters ergs 7.376x108 foot-pounds foot-pounds 1.3558 Joules (N-m) foot-pounds 3.766x10-7 kilowatt-hours foot-pounds 5.051x10-7 horsepower-hours hp-hours 0.7457 kilowatt-hours hp-hours 2546.1 Btu Joules 0.23889 calories Joules 1 Newton-meters Joules 1 watt-seconds Joules 107 ergs kilowatt-hours 3.6x106 Joules thermies 4.1868x106 Joules watt-second 0.73756 foot-pounds
Force dynes 3.597x10-5 ounces kilogram force 9.80665 Newtons kilopond force 9.80665 Newtons kip 4,448.221 Newtons Newtons 0.224808931 pounds Newtons 100,000 dynes
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Forc eounce 20 pennyweights Cont. ounces (troy) 480 grains pennyweights 24 grains pound 12 ounces pounds 32.174 poundals pounds 4.4482216 Newtons pounds 5760 grains quintals (long) 112 pounds quintals (met.) 100 kilograms stones 14 pounds tons (long) 2,240 pounds tons (metric)* 1.102 tons (short) tons (short) 2000 pounds
Fuel gal 5.8 lbs (U.S. AV gas) gal 7.5 lbs ( U.S. oil) Liter (jet A) 0.812 kilograms Liter (jet A) 1.794 pounds
Note: Fuel densities are temperature dependent
Illumination candles 1 lumens/steradian candles/cm2 π lamberts candlepower 12.566 lumens foot-candles 1 lumens/ft2 foot-candles 10.764 lux foot-lamberts 1 lumen/ft2 lamberts 295.72 candles/ft2 lamberts 929.03 lumens/ft2 lumens 0.001496 watts lumens/in2 1 fots lumens/m2 1 lux lux 1 meter-candles lux 0.0001 fots meter-candles 1 lumens/m2 millilamberts 0.2957 candles/ft2 millilamberts 0.929 foot-lamberts milliphots 0.929 foot-candles milliphots 0.929 lumens/ft2 milliphots 10 meter-candles
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Length angstroms 10-10 meters astronmcl units 1.496x1011 meters cable lengths 120 fathoms caliber 0.01 inches cubit 0.4572 meters fermi 10-15 meters fathoms 6 feet feet 12 inches furlongs 40 rods hands 4 inches inches 2.54 cm kilometers 3281 feet kilometers 0.53996 nautical miles leagues (U.S.) 3 nautical miles light years 5.88x1012 statute miles links (engnr’s) 12 inches links (srvyr’s) 7.92 inches meters 3.28084 feet meters 39.370079 inches microns 0.16 meters mils 0.001 inches nautical miles 1.15078 statute miles nautical miles 1,852 meters nautical miles 6,076.115486 feet paces 0.762 meters parsec 1.9163x1013 statute miles perch 5.0292 meters pica (printers) 0.0042175176 meters point (printers) 0.0003514598 meters pole (=rod) 5.0292 meters skein 109.728 meters statute miles 5,280 feet statute miles 1.609344 kilometers statute miles 8 furlongs yards 3 feet
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Linear feet/sec2 1.09728 kilometers/hr/sec Acceleration feet/sec2 0.3048 meters/sec2 feet/sec2 0.6818 mph/sec g 32.174049 feet/sec2 g 9.80665 meters/sec2 gals (Galileo) 0.01 meters/sec2 knots/sec 1.6878 feet/sec2 meters/sec2 3.6 kilometers/hr/sec mph/sec 0.447 meters/sec2 mph/sec 1.609 kilometers/hr/sec
Mass* carats 200 milligrams grams 0.035274 ounces grains 6.479891x10-5 kilograms hndrdwght long 50.80 234544 kilograms hndrdwght shrt 45.359237 kilograms kilograms 0.06852 slugs kilograms 6.024x1026 atomic mass units kilograms 2.2046 pounds ounces (avd)* 28.349523125 grams ounces (troy)* 31.1034768 grams pounds (mass) 1 pounds (force) pounds (mass) 0.45359237 kilograms pounds (mass) 0.031081 slugs scuples (apoth) 0.0012959782 kilograms slugs 32.174 pounds slugs 14.594 kilograms tons (long) 1016.047 kilograms tons (assay) 0.02916 kilograms tons (metric) 1000 kilograms tons (short) 907.1847 kilograms * Converting between force and mass (e.g. kg force to kg mass or pound force to pound mass) uses g = 32.174 ft/sec^2
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Moments gram-cm2 0.737x10-7 slug-ft2 of pound-ft2* 0.031081 slug-ft2 Inertia* slug-in2 0.0069444 slug-ft2 slug-ft2 1.3546 kg-m2 slug-ft2 32.174 pound-ft2 slug-ft2 12.00 pound-inch-sec2 slug-ft2 192.00 ounce-inch-sec2 * Converting between force and mass (e.g. kg force to kg mass or pound force to pound mass) uses g = 32.174 ft/sec^2
Power btu/min 0.01758 kilowatts calories(kg)/min 3087.46 foot-pounds/min ergs/sec 7.376x10-8 foot-pounds/sec ft(lbs)/min 2.260x10-5 kilowatts ft(lbs)/sec 0.07712 btu/min ft(lbs)/sec 1.356 watts hp 550 ft(lb)/sec hp 33,000 ft(lbs)/min hp 10.69 calories (kg)/min hp 745.7 watts [J/sec] hp (metric) 735.5 watts hp 1.1014 horsepower (metric) kilowatts 1.341 horsepower watts 107 ergs/sec watts 1 Joules/sec
Pressure atmospheres 14.696 pounds/in2 atmospheres 29.92 inches of Hg atmospheres 76 cm of Hg bars 1,000,000 dynes/cm2 bars 29.52 inches of Hg barye 0.1 Newtons/m2 dynes/cm2 10 Newtons/m2 2 inches of H2O 5.20237 pound/ft inches of Hg 70.72619 pounds/ft2 inches of Hg 0.491154 pounds/in2
inches of Hg 13.595 inches of H2O kiloPascals 100 bars hectoPascals 1 millibars millibars 0.02953 inches of Hg mm of Hg 0.019337 pounds/in2
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Pressure mm of Hg 133.32 Newtons/m2 Cont. Pascals 1 Newton/m2 pieze 1000 Newtons/m2 pounds/ft2 0.01414 inches of Hg pounds/ft2 47.88 Newtons/m2 pounds/in2 2.036 inches of Hg 2 pounds/in 27.681 inches of H2O pounds/in2 6894.75728 Pascal torrs 133.32 Newtons/m2
Temperature Kelvin = oC+273.15o Rankin = oF + 459.67o oCentigrade = [oF − 32o] 5/9 oFahrenheit = (9/5)oC + 32
Time days (solar) 24 hours days (sidereal) 23.934 hours days (solar) 1.0027 days (sidereal) hours 60 minutes minutes 60 seconds months (sdrl) 27d + 7hr +43min +11.47sec months (lunar) 29d +12hr +44min + 2.78sec year 365.24219879 days
Torque * foot-pounds 1.3558 Newton-meters foot-pounds 0.1383 kilogram-meters ounce-inches 72.008 gram-centimeters pound-inches 1129800 dyne-centimeters * Converting between force and mass (e.g. kg force to kg mass or pound force to pound mass) uses g = 32.174 ft/sec^2
Velocity inches/sec 0.0254 meters/sec knots 1.68781 feet/sec km/hr 0.621371 mph km/hr 0.9113 feet/sec Knots (kts) 1.15078 mph Knots (kts) 1.852 km/hr Knots (kts) 0.51444 meters/sec meters/sec 3.281 ft/sec meters/sec 3.6 km/hr meters/sec 196,85 feet/min mph 1.466667 feet/sec
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Viscosity centistokes 10-6 m2/sec ft2/sec 0.0929 m2/sec pound sec/ ft2 47.880258 Newton secs/ m2 poise 0.1 Newton secs/ m2 rhe 10 m2/Newton second
Volume acre-feet 43,560 ft3 acre-feet 1,233 m3 acre-feet 3.259x105 gals (U.S.) barrels 31.5 gals (U.S.) board-feet 144 in3 bushels 1.244 ft3 bushels 32 quarts (dry) bushels 4 pecks cm3 0.001 liters cm3 0.03381 fluid ounces cm3 0.06102 in3 cord-feet 4x4x1 ft3 cords 128 ft3 cups 0.5 pints (liquid) dram (fluid) 3.69669x10-6 m3 ft3 0.0283167 m3 ft3 1728 in3 ft3 28.32 liters ft3 7.481 gals (U.S.) gals (Imperial) 1.2009 gals (U.S.) gals (Imperial) 277.42 in3 gals (U.K.) 4546.1 cm3 gals (U.S.) 231 in3 gals (U.S.) 0.003785 m3 gals (U.S.) 3.785 liters gals (U.S.) 4 quarts (liquid) gals (U.S.) 0.0238095 barrels (U.S.) gils 7.219 in3 hogshead 2 barrels in3 16.39 cm3 liters 0.02838 bushels liters 0.9081 quarts (dry) liters 1.057 quarts (liquid) liters 1000 cm3 liters 61.03 in3 m3 1.308 yd3
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Volume m3 1000 liters Cont. m3 264.2 gals (U.S.) m3 35.314667 ft3 mil-feet (circ.) 0.0001545 cm3 ounces (U.K.) 28.413 cm3 ounces (U.S.) 29.574 cm3 pecks 8 quarts (dry) pecks 8.81 liters perches 0.7008 m3 perches 24.75 ft3 pints (dry) 33.60 in3 pints (liquid) 28.88 in3 pints (liquid) 4 gals quarts (dry) 1.164 quarts (liquid) quarts 2 pints register tons 100 ft3 shipping ton (U.S.) 40 ft3 shipping ton (Br.) 42 ft3 steres 1000 liters tablespoons 0.0625 cups teaspoons 0.3333 tablespoons
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1.2 Greek Alphabet
Α α Alpha Β β Beta Γ γ Gamma Δ δ Delta Ε ε Epsilon Ζ ζ Zeta Η η Eta Θ θ Theta Ι ι Iota Κ κ Kappa Λ λ Lambda Μ μ Mu Ν ν Nu Ξ ξ Xi Ο ο Omicron Π π Pi p ρ Rho Σ σ Sigma Τ τ Tau Υ υ Upsilon Φ φ Phi Χ χ Chi Ψ ψ Psi Ω ω Omega
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1.3 Greek Symbols Used for Aircraft
α angle of attack (degrees or radians) ατ tail angle of attack β angle of sideslip (degrees) γ flight path angle relative to horizontal γ specific heat ratio (1.4 for air) δ relative pressure ratio (Pa/Po) δa aileron deflection angle δr rudder deflection angle δe elevator deflection angle ε downwash angle at tail (degrees) ζ damping ratio η efficiency θ body axis/pitch angle θ relative temperature ratio, Ta/To ι angle of incidence ιF thrust angle of incidence ιT horizontal tail angle of incidence λ pressure lag constant Λ wing sweep angle μ coefficient of absolute viscosity = ρν μ Mach cone angle ν kinematic viscosity = μ/g π nondimensional parameter ρ density ρa ambient air density ρo standard atmospheric density (slugs/ft3 ) σ air density ratio (ρα /ρο) σcr critical density τ shear stress (pounds per square inch) psi τR Roll Mode Time Constant (sec) φ bank angle (degrees) ψ aircraft heading (degrees) ω frequency ω rotational velocity (radians per second) ωd damped natural frequency ωn natural undamped frequency
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1.4 Common Subscripts
a aileron a ambient alt at test altitude avg average c calibrated e elevator e equivalent E endurance leg of mission F final I initial i inbound leg of mission i indicated ic instrument corrected l subscript for coefficient of rolling moment m mission conditions m pitching moment n yawing moment O outbound leg of mission o sea-level standard day o sea level r reserve leg of mission r rudder S standard day s standard day at altitude SL sea level T True t test day
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1.5 Common Abbreviations
a lift curve slope a linear acceleration (ft/sec2 or m/sec2) a speed of sound A/A air-to-air a/c aircraft AAA anti aircraft artillery AC aerodynamic center ac alternating current ACM air combat maneuvering A/D analog to digital ADC air data computer ADC analog-to-digital converter ADF automatic direction finder ADI attitude direction indicator AFMC Air Force Materiel Command AFOTEC Air Force Operational Test and Evaluation Center A/G air-to-ground AGL above ground level AHRS attitude heading reference system AM amplitude modulation AOA angle of attack AOED age of ephemeris data APU auxiliary power unit AR air refuel (mode of flight) AR aspect ratio = b2 / S ARDP advanced radar data processor ARSP advanced radar signal processor ASPJ airborne self protection jammer ATC air traffic control avg average ax longitudinal acceleration ay lateral acceleration AZ azimuth b span of wing (feet) B/N bombadier/navigator bbl barrel BHP brake horsepower BICOMS bistatic coherent measurement system BID bus interface device BIT built-in test BSFC brake specific fuel consumption Btu British thermal unit BW bandwidth oC degrees centigrade...see T c brake specific fuel consumption (BSFC)
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c speed of light in a vacuum (186,282 miles/sec = 299,792,500 [m/s]) c mean aerodynamic chord (MAC) of a wing C/A coarse acquisition C/No carrier to noise ratio CADC central air data computer CARD cost analysis requirement document CD coefficient of drag CD i induced drag coefficient CD o zero lift drag coefficient (also parasitic drag coefficient for symmetric wing) CDI course deviation indicator CDMA code division multiplex access CDR critical design review CDRL contracts data requirement list CDU control display unit CEA circular error average CEP circular error probable Cf coefficient of friction CFE contractor furnished equipment CFT conformal fuel tank cg center of gravity (normally in % MAC) CH hinge moment coefficient cine cinetheodolite Cl rolling moment coefficient, airfoil section lift co efficient CL lift coefficient CLHQ closed loop handling qualities Clp roll damping coefficient Clr roll moment due to yaw rate coefficient Cm pitching moment coefficient CM moment coefficient cm centimeters cos cosine cot cotangent Clβ (dihedral) rolling moment due to sideslip Clδa aileron power coefficient Cmq pitch damping coefficient Cmα longitudinal static stability coefficient Cmδe elevator power coefficient Cn yawing moment coefficient Cnr yaw damping coefficient cnst constant Cnβ directional stability coefficient Cnδa adverse yaw coefficient Cnδr rudder power coefficient COTS commercial, off–the-shelf
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CP center of pressure CP propeller power coefficient CPU central processing unit cr wing root chord CRM crew resource management ct wing tip chord CTF combined test force CY calendar year CY side force coefficient CYβ side force due to sideslip coefficient CYδr side force due to rudder coefficient D diameter D drag D/A digital/analog DAC digital to analog converter DAPS data acquisition and processing system DARPA Defense Advanced Research Projects Agency db decibel DC direct current deg degrees DG directional gyro DGPS differential GPS DMA Defense Mapping Agency DME distance measuring equipment DoD Department of Defense DOP dilution of precision DSN defense switched network DT development test DTC data transfer cartridge DTIC Defense Technical Information Center e Oswald efficiency factor e natural mathematical constant = 2.718281828459 E energy E lift-to-drag ratio (CL/CD, L/D) EAS equivalent airspeed EC electronic combat ECCM electronic counter countermeasures ECM electronic countermeasures ECP engineering change proposal ECS environmental control system EGT exhaust gas temperature EL elevation ELINT electronic intelligence ELV expendable launch vehicle EM electromagnetic Emax maximum lift-to-drag ratio EMC electromagnetic compatibility EMI electromagnetic interference EMP electromagnetic pulse
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EO electro optical EOM equations of motion EPR engine pressure ratio EPROM electrically programmable read only memory Es specific energy ESA European Space Agency ESD Electronic Systems Division ESHP equivalent shaft horsepower ETA estimate time of arrival ETE estimate time en-route EW early warning EW electronic warfare oF degrees Fahrenheit f frequency...hertz (originally cycles per second) F.S. fuselage station Fa aileron force FAA Federal Aviation Administration FAR Federal Aviation Regulation FCF functional check flight FDC flight data computer Fe elevator force Fex excess thrust Fg gross thrust FL flight level Flip flight information publication FLIR forward-looking infra red FM frequency modulation FMC fully mission capable FMS flight management system FMS foreign military sales Fn net thrust Fn/δ corrected thrust parameter FOM figure of merit FOT&E follow-on test & evaluation FOUO for official use only FOV field of view fpm feet per minute fps feet per second FQT formal qualification test Fr rudder force FRD functional requirements document FRL fuselage reference line FRL force, rudder, left FRR force, rudder, right FRR flight readiness review FSD full scale development FSI full scale integration ft feet ft-lb English unit of work...foot-pound...
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fwd forward FY fiscal year g acceleration due to gravity at altitude G gravitational constant = 6.6732x10-11 [N m2/kg2] GAO Government Accounting Office GCA ground control approach GCI ground controlled intercept GDOP geometric dilution of precision GMT Greenwich mean time go standard acceleration due to gravity (sea level, 46 deg latitude) GPS global positioning system GS ground speed GSI glide slope indicator h % MAC H altitude HARM high-speed anti-radiation missile Hc calibrated altitude (assumed to be pressure altitude in flight test) HD density altitude HDDR high density digital recorder HDOP horizontal dilution of precision HF high frequency Hg mercury Hi indicated altitude hm stick-fixed maneuver point (%MAC) h'm stick-free maneuver point (%MAC) hn stick-fixed neutral point (%MAC) h'n stick-free neutral point (%MAC) hp horsepower hr hour hrs hours HSI horizontal situation indicator HUD head-up display HV host vehicle Hz hertz I/O input/output IAS indicated airspeed IAW in accordance with ICAO International Civilian Aviation Organization ICU interface computer unit ICBM intercontinental ballistic missile IFF identification friend or foe IFR instrument flight rules ILS instrument landing system IMC instrument meteorological conditions IMN indicated Mach number IMU inertial measuring unit in inch
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INS inertial navigation system INU inertial navigation unit IOC initial operational capability IOT&E initial operational test & evaluation IUGG International Union of Geodesy and Geographics Ix, Ix, Iz moments of inertia Ixy, Ixz, Iyz products of inertia J joules energy, (Newton-Meter) J propeller advance ratio J&S jamming and spoofing JCS Joint Chiefs of Staff K Kelvin (absolute temperature) K temperature probe recovery factor K, k1 constants KCAS knots calibrated airspeed KEAS knots equivalent airspeed kg kilogram, metric unit of mass KIAS knots indicated airspeed KISS keep it simple, stupid km kilometer KTAS knots true airspeed kt knots L Lift (lbs) l length L rolling moment L/D Lift-to-drag ratio LANTIRN low altitude navigation and targeting IR for night lat lateral lb pound lbf English unit of force, often just lb (pound) lbm English unit of mass, often just lb (slug) LCC life cycle cost LCD liquid crystal display LED light emitting diode LLH latitude, longitude, height ln natural log, log to the base e LO low observables Log common log, to the base 10 LOS line of sight lt distance from cg to tail's aerodynamic cent Lδa rolling moment due to aileron deflection M moment (ft-lbs) M Mach number m mass m meter (length) M pitching moment MAG magnetic MAP manifold pressure
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mb millibar MCA minimum crossing altitude Mcr critical Mach number Md drag divergence Mach number Mac mean aerodynamic cord MGC mean geometric chord MHz megahertz mHZ millihertz Mic instrument-corrected Mach number MilSpec military specification MIL-STD military standard (publication) min minute (time) Mm millimeters MOA memorandum of agreement MOE measure of effectiveness MOP measures of performance MOU memorandum of understanding MP manifold pressure MSL mean sea level MTBF mean time between failures MTTR mean time to repair MX maintenance N newton (force) N rotational speed (RPM) n load factor (g's) N yawing moment N1 low pressure compressor speed N2 high pressure compressor speed NACA National Advisory Committee for Aeronautics NADC Naval Air Development Center NASA National Aeronautics and Space Administration NAV navigation NED North, East, Down NM, nm nautical mile (6080 feet) NOE nap-of-the-earth NOFORN not releasable to foreign nationals NOTAM notice to airmen NRC National Research Council (Canada) NWC Naval Weapons Center Nx longitudinal load factor (g's) Ny lateral load factor (g's) Nz normal load factor (g's) OAT outside air temperature OAT on aircraft test OEI One engine inoperative OPR Office of Primary Responsibility OSD Office of the Secretary of Defense OT&E operational test & evaluation p aircraft roll rate (degrees/sec)
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P pressure (N/m2 ,pounds per square inch) Pa ambient pressure PCM pulse code modulation P-code precision code PD pulse Doppler PDM pulse duration modulation PGM precision guided munitions PIO pilot induced oscillations Piw total thrust horsepower required Pk probability of kill PLF power for level flight 2 Po standard atmospheric pressure (2116.22 lb/ft ) POC point of contact Pp pitot pressure ppm parts per million Prop propeller Ps static pressure PS pulse search psf pounds per square foot psi pounds per square inch PT total pressure PW pulse width Q or q dynamic pressure = 0.5ρV 2 q aircraft pitch rate Q engine torque qc impact pressure (Pt − Pa) oR degrees Rankine = oF + 459.67 R perfect gas constant = 8314.34 [J/kmol K] r aircraft yaw rate (degrees/sec) R earth radius R range R&D research and development R&M reliability and maintainability R/C rate of climb rad radians Radar radio detection and ranging RAF resultant aerodynamic force RAM radar absorbing material RAT ram air turbine RCS radar cross section Re Reynolds number (dimensionless) REP range error probable RF range factor RLG ring laser gyro rms root mean square RNG range ROC rate of climb ROC required obstacle clearance RPM revolutions per minute (a.k.a. N)
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R/T receiver/transmitter RTO Rejected/refused takeoff RTO responsible test organization S wing area (ft2 or m2) Sa horizontal distance between liftoff and specified height or between specified height and touch down. SA selective availability SA situational awareness SE specific endurance sec seconds (time or angle) SFC specific fuel consumption Sg ground roll distance SHP shaft horsepower SI international system of units SIGINT signal intelligence sin sine SL sea level SLAM standoff land attack missile SLR side-looking radar S/N serial number S/N signal -to-noise ratio SOF special operations forces SOW stand-off weapon SR specific range SRB safety review board ST tail area std standard ST total takeoff or landing distance (Sa + Sg) STOL short takeoff and landing STOVL short takeoff and vertical landing T period of oscillation T temperature t thickness T, t time (sec) t/c thickness-to-chord ratio Ta ambient temperature TACAN tactical air navigation tan tangent Tas standard temperature at altitude TAS true airspeed TBD to be determined TD touchdown TED trailing edge down TEL trailing edge left TEMP test and evaluation master plan TER trailing edge right TEU trailing edge up
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TF terrain following THP Thrust Horsepower THPalt horsepower available at altitude THPmax maximum horsepower available THPmin minimum horsepower required THPSL horsepower required at sea level TIT turbine inlet temperature TM telemetry TMN true Mach number T/O takeoff o o To standard sea level temperature (59.0 F, 15 C) TO technical order TRB technical review board TRD technical requirements document TRP technical resources plan TSFC thrust specific fuel consumption TSPI time, space, position information Tt total temperature TV television T/W thrust to weight ratio TWT track while scan TWT traveling wave tube u velocity along aircraft's x-axis UAV uninhabited aerial vehicle UHF ultra high frequency UPT undergraduate pilot training USA US Army USAF US Air Force USCG US Coast Guard USMC US Marine Corps USN US Navy UT universal time UV ultraviolet v velocity along aircraft's lateral axis VH horizontal tail volume coefficient VV vertical tail volume coefficient V1 takeoff decision speed V2 takeoff safety speed VA design maneuvering speed VAC volts AC Vb buffet airspeed VB design speed for max gust intensity Vbr velocity for best range Vc calibrated airspeed VD design diving speed VDC volts DC VDOP vertical dilution of precision Ve equivalent velocity VFE maximum flap extended speed
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VFR visual flight rules Vg ground speed VHF very high frequency Vi indicated airspeed Vic indicated airspeed corrected for instrument error Viw velocity at sea level std day and std weight VLE max speed with landing gear extended VLO max speed while operating landing gear VLOF lift off speed VLSIC very large scale integrated circuit Vmc minimum directional control speed VMC visual meteorological conditions Vmca minimum directional control speed in the air Vmcg minimum directional control speed on the ground Vmo/Mmo maximum operating limit speed Vmu minimum unstick speed VNE never exceed velocity Vno max structural cruising speed Vopt optimum velocity for endurance flight VOR VHF omni-directional range VORTAC VHF omni-directional range Tactical Air Navi gation VPmin velocity for minimum power VPmin,SL velocity for minimum power at sea level VR rotation speed VS stall speed VS0 stall speed in landing configuration VS1 stall speed in some defined configuration VSTOL vertical/short takeoff and landing VT true airspeed VTOL vertical takeoff & landing VVI vertical velocity indicator VW wind velocity VX speed for best angle of climb VY speed for best rate of climb W weight w component of velocity along aircraft's Z-axis WDL weapon data link W/δ weight-to-pressure ratio Wf fuel weight WGS-84 World Geodetic System, 1984 WI watch item WOD word of day WOW weight on wheels WPT waypoint wrt with respect to
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W & f , corrected fuel flow parameter δ ϑ
W/S wing loading Wf fuel flow (lb/hr) x aircraft longitudinal axis, a line running through the nose & tail Xac distance from leading edge to aerodynamic cen ter Xlink cross link y aircraft lateral axis, a line running the wingtips Y force along y-axis Y-code encrypted P-code z aircraft vertical or yaw axis, a line perpendicular to the longitudinal and lat eral axes ΔHic altimeter instrument correction ΔHpc altimeter position error correction ΔPp pitot pressure error ΔPs static pressure error ΔVc scale attitude correction to airspeed ΔVic instrument correction to airspeed indicator ΔVpc correction for airspeed position error ∞ infinity, or freestream conditions
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1.6 Sign Conventions (reference 1.8)
Editor’s note There is near unanimous agreement on most sign conventions except for pilot inputs and control surface deflections. Although individual organizations generally are consistent in-house, confusion often arises when trying to mathematically translate inputs & deflections from one organization to another. This section documents the generally accepted “body axes” sign conventions then discusses the rationale for several view- points addressing the “inputs & deflections” debate. Below is the SFTE sign convention.
Wind Axes Sign Convention Winds are listed according to the direction they are coming from. Airports refer winds to magnetic North while winds at altitude are typically referred to true North. Headwind is true airspeed minus ground speed. (Vw=VT- Vg).
Body Axes Sign Convention The generally accepted body axes sign convention is based on the establishment of a three-dimensional axis sys- tem with the following properties: 1. It is right-handed orthogonal 2. Its origin is at the vehicle's reference center of gravity (defined by builder). 3. The axis system moves with the airframe.
y
x Aft view, looking forward Typical + Fuselage Buttock Reference line = 0 Station + Waterline + x y
z z
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Translational displacements, rates, accelerations, & forces are positive along the positive body axes di- rections. In spite of the simplicity of this logic, it is important to recognize that lift and normal load factor are positive in the negative z direction and the drag is positive in the negative x direction. Angular displacements, rates, accelerations & moments, are positive according to the “right hand rule” (a clock- wise rotation while looking in the direction of the positive axis) as shown in the figure.
The body axes, forces & translations along them, and moments & rotations about them are shown with arrows indicating the positive direction. Angular displacements, rates, accelerations & moments, are positive according to the “right hand rule” (a clock- wise rotation while looking in the direction of the positive axis) as shown in the figure.
The body axes, forces & translations along them, and moments & rotations about them are shown with arrows indicating the positive direction.
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Angle of attack is positive clockwise from the projection of the velocity vector on the xz plane to the reference x body axis. The angle of sideslip is positive clockwise from the xz plane to the velocity vector (wind in the pilot’s right ear).
Aircraft true heading is the angle between true North and the projection of the x-body axis onto the hori- zontal plane. Mag. heading refers to mag North
The velocity vector is measured relative to the air mass while the flightpath is measured relative to the ground. They are equivalent only when winds are zero. Flightpath heading angle (ground track heading) σg, is the horizontal angle between true North and the projec- tion of the flightpath on the horizontal plane. Positive rotation is from north to east.
Flightpath elevation angle; γ, is the vertical angle between the flightpath and the horizontal plane. Posi- tive rotation is up. During a descent, this parameter is commonly known as glide path angle. Flightpath bank angle; μ, is the angle between the plane formed by the velocity vector and the lift vector and the vertical plane containing the velocity vector. Positive rotation is clockwise about the velocity vector, looking forward.
Fuselage reference station (FRS), Water line (WL), and Buttock line (BL) are reference coordinates es- tablished by the design group.
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Summary of Generally Accepted Body Axes Sign Convention
Parameter Name Symbol Positive Direction
Translational Measurements
Longitudinal axis x from ref cg towards nose
Lateral axis y from reference cg towards right wing tip
Vertical axis z from reference cg towards vehicle bottom (body axis) Longitudinal velocity u along +x axis
Lateral velocity v along +y axis
Vertical velocity w along +z axis
Long. acceleration ax along + x axis
Lateral acceleration ay along +y axis
Vertical acceleration az along +z axis
Longitudinal load factor Nx along +x axis
Lateral load factor Ny along +y-axis
Normal load factor Nz along –z axis
Longitudinal force Fx along the +x axis
Lateral force Fy along the +y axis
Normal force Fz along the + z axis
Drag force D along the –x axis
Side force Y along the + y axis
Lift Force L along the –z axis
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Summary of Generally Accepted Body Axes Sign Convention
Parameter Name Symbol Positive Direction
Angular Measurements
Bank angle φ right wing down
Pitch angle θ nose-up
Heading ψ 0 North, +Eastward
Angle of attack α normal flight attitude
Angle of sideslip β “wind in the right ear”
Roll rate p right wing down
Pitch rate q nose up
Yaw rate r nose right
Roll moment L right wing down
Pitch moment M nose up
Yaw moment N nose right
Flightpath bank angle μ right wing down
Flightpath elevation γ climb
Flightpath heading σg 0 true North, + East- ward
Discussion of “Input & Deflection“ Conventions
The debate regarding proper inputs and deflections stems from the user’s viewpoint. From the body axis convention above, flight testers recognize that a climbing right turn generates positive angular measurements. Logically then, pull, right roll and right yaw pilot inputs and subsequent surface deflections should also be posi- tive. The traditional flight tester’s convention follows as “All input forces & displacements, surface deflections, and motions that cause a climbing right turn are positive.”
Due to differential nature of aileron deflections, they require more discussion. The flight tester’s logic implies (but does not dictate) positive deflections are right aileron up and left aileron down. It is, however, equally acceptable to assign downward (or upward) deflection as positive for both ailerons and calculate the dif- ference between the two as a measure of rolling moment.
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The rationale within the wind tunnel community is also logical: any control surface deflection that in- creases lift is positive. From this, positive deflections are trailing edge down (TED) for each: trailing edge flap, stabilizer, elevator, stabilator, rollervator, ruddervator, canard, aileron, flaperon, and all their tabs. Leading edge flap down is also positive. Similarly, since side force is positive to the right, then positive rudder and rudder tab deflections are trailing left (TEL). The only exception to this straightforward logic is for spoilers and speed brakes that extend only in one direction: this deflection is positive even though it might decrease the lift.
Since the above rationale defines downward deflection as positive for both ailerons, a measurement of rolling moments requires calculation of the differential aileron deflection. This rationale does not, however, spe- cifically dictate whether a “positive” differential deflection should generate right wing down (RWD) or left wing down (LWD) moments. Differential aileron can be calculated as either.
δ aR −δ aL δ aL −δ aR δ a = or δ a = 2 2
Selection of the RWD convention is obvious from the flight tester’s viewpoint since deflections that generate right rolls are positive. An alternative interpretation is that a positive differential aileron deflection is one that lifts the positive (right) wing lifts more than the left (LWD).
Another common convention for ailerons is one that gives the same sign to both ailerons for any input. The “right hand screw” convention is opposite to the flight tester’s convention, but may be more common:
δaR = +TED, δaL = +TEU.
The above wind tunnel rationale dictates only the polarity for individual control surface deflections, and leaves open the sign convention debate about controller (inceptor) input forces & displacements. One approach is that positive inputs should generate positive motions while an alternate approach is that positive inputs gener- ate positive surface deflections. Only the flight tester’s convention states that positive inputs yield positive mo- tions and deflections. All approaches are mathematically connected to the hinge moment sign convention dis- cussed below.
The simplest control surface hinge moment convention is that all positive hinge moments (generated by the pilot and the aerodynamics) move the surface in a positive direction, i.e., positive input forces yield positive deflections. This has different implications for the different sign conventions:
• According to the above flight tester’s sign convention, a positive pull force is required to generate a positive (TEU) elevator deflection (positive stick force generates a climb). • According to wind tunnel sign convention, a positive push force is required to generate a positive (TED) ele- vator deflection (positive stick force generates a dive).
The alternate viewpoint defines a positive inceptor hinge moment as one that opposes the aerodynamic mo- ments. In other words, a positive inceptor hinge moment moves the surface to a position which generates posi- tive aerodynamic hinge moments or “positive input forces & displacements generate negative surface deflec- tions.”
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Based on the above background, the SFTE technical council proposes the following standard convention for in- ceptor & surface forces & deflections:
• Due to its widespread use and its simple & robust nature, use the wind tunnel convention for control surface deflections. • Due to widespread test pilot & FTE familiarity and logical nature, use the flight tester’s convention that pos- itive inceptor forces & displacements generate a climbing right turn. • A fallout from these conventions is that positive inceptor hinge moments generate positive aerodynamic hinge moments (negative surface deflections). • Consistent use of the above logic requires that the calculated value for aileron deflection be negative for right wing down moments. Similarly, differential ruddervator deflections generating nose right yawing mo- ments should have negative values.
Conventions for Positive Control Surface Deflections
SFTE/ Parameter Symbol Flight Test Wind Tunnel
Horizontal Stabilizer δi TEU TED
Elevator δe TEU TED
Elev. Tab δet TED
δeL , δeR TEU TED Stabilators or Rollerva- tors, δ = (δ + δ )/2 average: e eR eL differential: Δδe = (δeR - δeL)/2
δvL , δvR TEU TED Elevons average: δv = (δvR + δvL)/2 differential
Δδv = (δvR - δvL)/2
δfR , δfL TED Flaperons or trailing edge flap = (δ + δ )/2 average: δf fR fL differential: Δδf = - (δfR - δfL)/2 = (δfR - δfL)/2
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Conventions for Positive Control Surface Deflections (Cont’d) SFTE/ Parameter Symbol Flight Test Wind Tunnel
δcL , δcR TED Canards
average: δc = (δcR + δcL)/2 differential Δδc = - (δcR - δcL)/2 = (δcR - δcL)/2
δlefL , δlefR TED Leading edge flap
Average: δlef = (δcR + δcL)/2 Differential: Δδlef = - (δcR - δcL)/2 = - (δcR - δcL)/2
δrvL , δrvR TEU TED Ruddervators = (δrvR + δrvL)/2 Average: δ rv Differential: = - (δrvR - δrvL)/2 Δδ rv
δaRTEU, δaL TEDor {δ δaL , δaR δaR, δaL TED aR, δaLTED} Ailerons Aileron Tab δ = (δaR +δaL)/2 δat TED Average: at
δa = - (δaR -δaL)/2} = (δaR -δaL)/2 *
δsL , δ sR Extended Spoilers average: = (δ +δ )/2 Differential: δs sR sL
Δds = (δsR -δsL)/2 = - (δsR -δsL)/2
Rudders δrR , δrL TER TEL Average: δr = (δrR +δ r L)/2
Rudder tab δrt TEL
Speed brake δsb Extended Conventions for Positive Inputs and Hinge Moments SFTE/ Parameter Symbol Flight Test Wind Tunnel Stick/Wheel F Pull Long Force e Stick/Wheel F Right Lateral Force a
Pedal Force Fr Right pedal push Stick/Wheel δs Aft Long. deflectn e
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Conventions for Positive Inputs and Hinge Moments (Cont’d)
Parameter Symbol Flight Test SFTE#
Stick/wheel δsa Right Lat. deflection
Pedal deflection δpR, δpL Right pedal push
Aerodynamic Hinge Chδ positive moments Moments Chα generate Chδο positive deflections Chδtab
Inceptor ChFe + moments generate + moments generate Hinge Moments ChFa + deflections - deflections ChFr
*The wind tunnel rationale does not inherently define the polarity for control surface differential deflections.
#The wind tunnel rationale does not specify a convention for positive inputs or hinge moments. Historically, Dutch, U.S. and some British aircraft use a climbing right turn, while it is a diving left turn for Canadian, Aus- tralian, and some British aircraft.
The SFTE Technical Council recognizes that several combinations of the above possibilities are currently in use around the world, and invites comments, additions, or corrections to the above summary and proposal. Alt- hough SFTE does not expect all organizations to adopt this standard, it still provides a cornerstone for reference purposes
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1.7 Thermodynamics Relations (references 1.3, 1.4, 1.5, 1.6)
A Process is an event with a redistribution of energy within a system.
A Reversible process is one that can be reversed such that the system returns to its original state (form, location & amount).
An Irreversible process cannot return to its original state due to heat flow from higher to lower temperatures, fluid turbulence, friction, or inelastic deformation. The change in entropy is non-zero.
An Isothermal process is one in which the temperature of the fluid is constant.
An Adiabatic process is one in which heat is not transferred to or from the fluid.
Work is the energy transfer by way of changing mechanical energy.
Heat is the energy transfer from one body to another by virtue of a temperature difference between them.
An Isentropic process has constant entropy.
Conduction is the energy transfer from a warmer body by tangible contact (transfer of some internal molecular kinetic energy).
Convection is the repositioning the energy of a fluid without state changes or energy transformations (e.g. heat- ed air moving from one room to another room).
Radiation is the energy transmission through space.
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A = area C = compressibility factor C = speed of sound E = u = specific internal energy (e.g. Btu /lb) H = specific enthalpy ≡ E + PV (e.g. Btu/lb) J = Joule’s equivalent 107 ergs = 778 ft-lb/Btu Q = energy supplied to a system or region as heat (e.g. Btu/lb) P = absolute pressure (e.g. lbs/ft2) V = specific volume (e.g. ft3/lb) W = work (+ if entering) V = velocity Δ = change ( final – initial value) Z = altitude dE + PdV S = specific entropy ≡ for a reversible process ∫ T
R = gas constant for each gas (for air = 287 J/[kg K] = 53.35 ft-lb/lbmR)
R = R[M] = universal gas constant = 8.314 kJ/[kmol K] = 1545 ft lb/[lbmol R] M = molar mass (for air = 28.97 kg/kmol) N = number of moles ρ = density
The First Law of Thermodynamics shows that the net amount of energy added to a system equals the net change in energy within the system (Principle of Conservation of Energy): W + Q = (E2 - E1)
The Second Law of Thermodynamics states that entropy increases during any irreversible process:
S2>S1
Ideal Gas Equation of State (a.k.a. Perfect gas law): PV=RT, P = ρRT, PV = mRT, PV = nRT
δ = σθ where δ Pa/Po, σ = ρa/ρo, θ = Ta/To
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Boyle’s Law states that when the temperature of a given mass of gas is held constant, then the volume and pres- sure vary inversely.
Charle’s Law states that when a volume of a given mass is held constant, then the change in pressure of the gas is proportional to the change in temperature.
Real Gas Relation: PV = CRT for reversible processes
W = −∫ PdV Q = TdS ∫ for reversible adiabatic process
γ P1 ⎡V2 ⎤ = ⎢ ⎥ P2 ⎣V1 ⎦ γ −1 ⎡ ⎤ T1 V2 = ⎢ ⎥ T2 ⎣V1 ⎦ γ −1 T ⎡ P ⎤ γ 1 = 1 ⎢ ⎥ T2 ⎣P2 ⎦ γ P1 ⎡ ρ1 ⎤ = ⎢ ⎥ P2 ⎣ρ2 ⎦
Steady Flow Energy Equation
2 2 V 1 V 2 Q + H + + Z =W + H + + Z 1 2g 1 2 2g 2
Bernoulli Equation:
2 2 ΔP V 2 −V 1 + + ΔZ = 0 ρg 2g
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Flow per Unit Area:
W γ P M = A R T ⎛ γ −1 2 ⎞ γ +1 ⎜1+ M ⎟ ⎝ 2 ⎠ 2()γ −1
Velocity of sound in a perfect gas: c = γgRT
Development of Specific Heat Relations
∂H specific heat at constant pressure c ≡ o p (for air = 1004.76 J/[kg K]) ∂T P
∂u specific heat at constant volume cv ≡ o ∂T v (for air = 717.986 J/[kg K])
c p κ = γ ≡ = ratio of specific heats c v
Enthalpy equation in differential form is: dH = du +d(PV) Substituting definitions and ideal gas law gives cp dT = cv dT + Rdt or cp = cv + R
κ R Rearranging gives c p = R and cv = κ −1 κ −1 Development of Poisson’s Equation:
1) From the 1st law: W+Q = E2-E1 2) Substitution for each term gives T dS – P dV = du 3) Divide through by T: dS = du/T + P dV/T
4) Recall du = cv dT and PV = RT
5) Substitution gives dS = cv dT/T + R dV/V 6) Assume constant specific heat and integrate:
T2 V2 s2 − s1 = cv ln + R ln T1 V1
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7) Assuming a reversible adiabatic process T V c ln 2 = −R ln 2 v T V 1 1 κ −1 R T ⎛ V ⎞ 8) Substitute to get: 2 = ⎜ 1 ⎟ cv = ⎜ ⎟ κ −1 T1 ⎝V2 ⎠
9) Differentiate H: dH = du + P dV + V dP 10) Substitution into step #2: T dS = dH-V dP
T2 P2 11) Integrate: s2 − s1 = c p ln + R ln T1 P1 T P c ln 2 = −R ln 2 12) Assuming a reversible adiabatic process: p T P 1 1 κ −1 κ κ 13) Substitute to get: T2 ⎛ P2 ⎞ c p = R = ⎜ ⎟ κ −1 ⎜ ⎟ T1 ⎝ P1 ⎠
κ P2 ⎛ V1 ⎞ κ 14) Combine steps #8, #13 to = ⎜ ⎟ get: or PV = const. P1 ⎝V2 ⎠
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1.8 Mechanics Relations
Abbreviations
a = linear acceleration = dV/dt
ar = centripetal (radial) acceleration
aT = tangential acceleration F = force g = acceleration due to gravity (32.174 ft/s2 = 9.80 meters/s2) G = moment H = angular momentum = Iw H = height Hp = horsepower (Hp = 550ft-lbs/sec) I = rotational moment of inertia (see section 10) J = impulse = change in momentum k = radius of gyration m = mass
Nr = radial load factor = ar/g P = power = dW/dt L = linear momentum = mV Q = moment (a.k.a. torque) r = radius S = distance, displacement s = seconds t = time V = true inertial velocity
Vo = initial inertial velocity 2 2 W = work = FS = ½ m [V - Vo ] q = angular displacement Vol = volume ω = angular velocity (radians/second) ώ = angular acceleration
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Newtons Laws 1st law (law of inertia): “Every body persists in its state of rest or uniform motion in a straight line unless it is compelled to change that state by forces impressed on it.
2nd Law: “ The change in motion is proportional to the motive force impressed and is made in the direction of the straight line in which that force is impressed” (motion defined as velocity x quantity of matter or linear momentum, mV). dF = dmV/dt = (dm/dt) + (dV/dt) For constant mass in rectilinear motion: F = ma For constant mass distribution in curvilinear motion: G = ω& I
3rd Law: “Every action has an equal and opposite reaction; or, the mutual attraction of two bodies upon each other are always equal and directed to contrary parts.[opposite directions]”
Planar Kinetics, Work, Power and Energy Rectilinear motion Curvilinear motion displacement S angular displacement θ velocity V = dS/dt angular velocity ω = dθ/dt acceleration a = dV/dt angular acceleration = ω& d ω /dt
2 inertia m rotational inertiaI = ∫ r dm momentum L = mV angular momentum H = I ω& ω force F = ma torque Q = I work W = ∫ FdS work W = ∫ Qd θ power P = FV power P = Q ω kinetic energy ½ mV2 kinetic energy ½ I ω2 potential energy mgH n/a
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Planar Kinematics at Constant Acceleration
Rectilinear motion Curvilinear motion
V = Vo + at ω = ωo + t 2 2 2 2 ω& V = Vo + 2aS ω = ω o +2 θ 2 2 S = Vot + ½ at θ = ω ot + ½ ω& t
S = ½(V + Vo)t θ = ½( ω + ω o)t 2 2 2 2 S =(V −V0 )/2a θ =(ω −ω0 )/2ω&
−V + V 2 +2aS −ω + ω2 −2ωθ t = 0 0 t = 0 0 & a ω& 2(S −V t) 2(θ −ω t) 0 0 a = 2 ω& = 2 t t
Curvilinear motion with constant acceleration and radius: 2 r = V /gNr V = ωr NR = ar/g ω = gNr/V
ω = V& & R
2 2 ar = rω = V /r
a r = ω& r
Aircraft in level turn:
Nzw = load factor normal to flight path r = turn radius Ω = turn rate (rad/sec)
V 2 r = g N 2 − 1 () zw g ()N 2 − 1 ω = zw V
⎛ ω V ⎞ N zw = ⎜ ⎟ + 1 ⎝ g ⎠
V= inertial velocity
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Gyroscopic Motion (reference 1.7) for bodies spinning about an axisymmetric axis
ψ& = spin rate φ& = precession rate θ& = nutation rate
Iz = moment of inertia about spin axis
It = transverse moment of inertia about the spin point (perpendicular to spin axis)
Icg = moment of inertia about the cg (perpendicular to spin axis)
Mx = moment about spin point (acting along plane that defines θ) . . For steady precession (constant θ, φ , ψ )
2 ∑ M x = −Itφ& sin θ cosθ + I zφ&sin θ (φ&cosθ +ψ& )
For torque free motion (gravity is only external force)
Icg − I z ψ& = φ&cosθ I z
note that Icg>Iz yields regular precession
while Icg Page 01 - 45 SFTE Reference Handbook Third Edition 2013 Section 1.9 International Phonetic Alphabet and Morse Code A Alpha • ▬ ▬●●● B Bravo C Charlie ▬ • ▬ • D Delta ▬ • • E Echo ● F Foxtrot • • ▬ • G Golf ▬ ▬ • H Hotel • • • • I India • • J Juliet • ▬ ▬ ▬ ▬ • ▬ K Kilo L Lima • ▬ • • M Mike ▬ ▬ N November ▬ • ▬ ▬ ▬ O Oscar P Papa • ▬ ▬ • Q Quebec ▬ ▬ • ▬ R Romeo • ▬ • S Sierra • • • T Tango ▬ U Uniform • • ▬ V Victor • • • ▬ W Whiskey • ▬ ▬ X X-ray ▬ • • ▬ Y Yankee ▬ • ▬ ▬ Z Zulu ▬ ▬ • • 1 One • ▬ ▬ ▬ 2 Two • • ▬ ▬ ▬ 3 Three • • • ▬ ▬ 4 Four • • • • ▬ 5 Five • • • • • 6 Six ▬ • • • • 7 Seven ▬ ▬ • • • 8 Eight ▬ ▬ ▬ • • 9 Niner ▬ ▬ ▬ ▬ • 0 Zero ▬ ▬ ▬ ▬ ▬ Page 01- 46 SFTE Reference Handbook Third Edition 2013 Section 1 References http://www.onlineconversion.com/ 1.1 Anon., “Weight Engineers Handbook”, Society of Weight Engineers, P.O.Box 60024 Los Angeles, CA 90060,1976. 1.2 Anon., “Aeronautical Vestpocket Handbook”, United Technologies Pratt & Whitney Canada, 1000 Ma- rie Victorin Blvd. E. P.O.B. 10 Longueuil, Quebec Canada J4K 4X9. 1.3 Jones, J. P., Hawkins, G.A., “Engineering Thermodynamics” John Wiley & Sons, 1960. 1.4 Esbach, Ovid W., “Handbook of Engineering Fundamentals”, John Wiley and Sons Inc., 1963. 1.5 Potter, M.C., Somerton, C.W., “Engineering Thermodynamics” Shaum’s Outline Series, McGraw-Hill, Inc.,1993. 1.6 Abbott, M. M., Van Ness, H. C., “Thermodynamics”, Shaum’s Outline Series, McGraw-Hill, Inc., 1989. 1.7 Halliday, D., Resnick, R., “Fundamentals of Physics”, John Wiley & Sons, New York, 1981. 1.8 Roberts, S.C., Chapter 3 Aircraft Control Sytems , “Aircraft Flying Qualities Testing”, National Test Pilot School, 1997. P.O.B. 658, Mojave, CA, 93501. 1.9 Unit Conversion Website Link http://www.digitaldutch.com/atmoscalc/. Page 01 - 47 SFTE Reference Handbook Third Edition 2013 NOTES Page 01- 48 SFTE Reference Handbook Third Edition 2013 Section 2 Mathematics 2.1 Algebra Laws Identities Equations Interest & Annuities 2.2 Geometry 2.3 Trigonometry Graphs Identities Oblique Triangle Laws 2.4 Matrix Algebra 2.5 Vector Algebra 2.6 Statistics 2.7 Standard Series 2.8 Derivative Table 2.9 Integral Table 2.10 Laplace Transform Table 2.11 References Page 02 - 1 SFTE Reference Handbook Third Edition 2013 Section 2.1 Algebra (reference 2.1) LAWS commutative: a+b = b+a ab = ba associative: a+(b+c) = (a+b)+c distributive: a(b+c) = ab+ac IDENTITIES exponents: axay = ax+y (ab) x = axbx (ax)y = axy amn = (am)n a 0 = 1 a ≠ 0 if 1 x a −x = = ⎛ 1 ⎞ x ⎜ ⎟ a ⎝ a ⎠ a x = a x− y a y x ab = [x a ][x b] x y y x y x a = a = ()a 1 a y = y a x x a y = y a x = ()y a x a y a = a (1 / x ) + (1 / y ) = xy a x + y a + b = a + b + 2 ab Page 02 - 2 SFTE Reference Handbook Third Edition 2013 logarithms: if M, N,b are positive and logbb = 1 logb1 = 0 log b MN = log bM + log b N log b [M/N] = log b M – log b N p log b M = p log b M logb [1/M] = -log b M q 1 log b M = log b M q log M logM = log M log c = c b c b log b c examples: log 6.54 = .8156, log 6540 = log (6.54 x 103) = .8156 +3 = 3.8156 log .654 = log (6.54 x 10-1) = .8156 -1 = 9.8156 -10 log .000654 = log (6.54 x 10-4) = .8156 -4 = 6.8156 -10 calculate 68.31 x .2754: log 68.31 = 1.8354 log .2754 = -.56 1.8354 +(-.56) = 1.2745 log-1 1.2745 = 18.81 calculate [.6831]1.53: log .6831 = -.1655 1.53 x (-.1655) = -.253 ` log-1[-.253] = .5582 calculate [.6831]1/5: log .6831 = -.1655 1/5 x(-.1655) = -.0331 log-1 (-.0331) = .9266 solve for x in .6931x = 27.54: log[.6931x] = log 27.54 x log [.6931] = log 27.54 x = log 27.54 /log [.6931] =1.44/[-.1655] = -8.701 Page 02 - 3 SFTE Reference Handbook Third Edition 2013 EQUATIONS Quadratic Equation: for ax2 + bx + c =0 (has two roots, both real or both complex) 2 − b ± b − 4ac x1,2 = 2a Cubic Equation: for y3 + py2 + qy + r = 0 (has three roots, all real or one real & two complex) let y = x –(p/3) to rewrite equation in form of x3 + ax + b = 0 where a = (3q –p2)/3 and b = (2p3 – 9pq – 27r)/27 b b2 a3 let A = 3 − + + 2 4 27 b b2 a3 and B = 3 − − + 2 4 27 then x1 = A +B 1/2 x2 = -(A + B)/2 + {[-3] /2}(A – B) 1/2 x3 = -(A + B)/2 - {[-3] /2}(A – B) special cases… if (b2/4 + a3/27 <0), then the real roots are 1/2 o x1,2,3 = 2[-a/3] cos(φ/3 + 120 k) where k = 0,1,2 and cosφ = +[(b2/4)/(-a3/27)]1/ 2 if b<0 or cosφ = -[(b2/4)/(-a3/27)]1/ 2 if b>0 if (b2/4 + a3/27 >0) and a>0, the single real root is x = 2[a/3]1/2 cot(2φ) where tan(φ) = [tan(ψ)]1/3 and cot(2ψ) = +[(b2/4)/(-a3/27)]1/ 2 if b<0 or cot(2ψ) = -[(b2/4)/(-a3/27)]1/ 2 if b>0 Page 02 - 4 SFTE Reference Handbook Third Edition 2013 if (b2/4 + a3/27 =0), the three real roots are 1/2 /2 1 x1 = -2[-a/3] , x2 =x3 = +[-a/3] if b>0 1/2 1/2 or x1 = +2[-a/3] , x2 =x3 = -[-a/3] if b<0 Quartic (biquadratic) Equation: for y4 + py3 + qy2 + ry + s = 0 let [y = x-(p/4)] to rewrite equation as x4 + ax2 + bx + c =0 let l, m, n denote roots of the following resolvent cubic… t3 + at2/2 + (a2 –4c)t/16 – b2/64 = 0 the roots of the quartic are 1/2 1/2 1/2 x1 = +[l] + [m] + [n] 1/2 1/2 1/2 x2 = +[l] - [m] - [n] 1/2 1/2 1/2 x3 = -[l] + [m] - [n] 1/2 1/2 1/2 x4 = -[l] - [m] + [n] Page 02 - 5 SFTE Reference Handbook Third Edition 2013 INTEREST AND ANNUITIES (reference 2.3) Amount: P principal at i interest for n time accumulates to amount An: simple interest: An = P(1 + ni) n at interest compounded each n interval: An = P(1 + i) nq at interest compounded q times per n interval: An = P(1 + r/q) where r is the nominal (quoted) rate of interest Effective Interest: The rate per time period at which interest is earned during each pe riod is called the effective rate i. i = (1 + r/q)q -1 Solve above equations for P to determine investment required now to accumulate to amount An True discount , D = An – P Annuities: rent R is consistent payment at each period n n let (1+ i) −1 sn ≡ i 1− (1+ i)−n and let rn ≡ i then An = Rsn log(An + R) − log R or n = log(1+ i) present value of an annuity, A is the sum of the present values of all the future payments. A = Rrn Monthly interet rate = MIR = (annual interest rate) /12 Month Term = # months in loan Monthly payment = [amount financed]* [MIR/(1-{1+MIR}-#months)] Final value (FV) of an investment is a function of the initial principal invested (P), interest rate (r –expressed as .05 for 5%, .1 for 10% etc.), time invested (Y- typically years), and compounding periods per year (n – typically =1 for yearly or =12 for monthly). FV = P (1 + r / n)Yn Page 02 - 6 SFTE Reference Handbook Third Edition 2013 Section 2.2 Geometry (references 2.1, 2.2) General definitions: A = area a = side length b = base length C = circumference D = diameter h = height n = number of sides R = radius V = volume x, y, z = distances along orthogonal coordinate system β = interior vertex angle triangle: A = bh/2 sum of interior angles = 180o rectangle: A = bh sum of interior angles = 360o parallelogram (opposite sides parallel): A = ah = absin β trapezoid (4 sides, 2 parallel): A = h(a+b)/2 pentagon, hexagon, and other n-sided polygons: A = {(na2)cot (180o/n)}/4 R = radius of circumscribed circle = {a csc(180o/n)}/2 r = radius of inscribed circle = {a cot(180o/n)}/2 β = 180o –(360o/n) sum of interior angles = n180o-360o Page 02 - 7 SFTE Reference Handbook Third Edition 2013 circle: A = πR2 C = 2πR = πD perimeter of n-sided polygon inscribed within a circle = 2nRsin(π/n) area of circumscribed polygon = nR2tan(π/n) area of inscribed polygon = {nR2sin(2π/n)}/2 equation for a circle with center at (h,k): R2 = (x-h)2 + (y-k)2 ellipse: f = semimajor axis g = semiminor axis e = eccentricity = ([f2-g2]1/2)/f A = πef equation for ellipse with center at (h,k): (x-h)2/f2 + (y-k)2/g2 = 1 if major axis along x-axis or (y-k)2/f2 + (x-h)2/g2 = 1 if major axis along y-axis distance from center to either focus = [f2-g2]1/2 latus rectum = (2g2)/a parabola: p = distance from vertex to focus e = eccentricity = 1 equation for parabola with vertex at (h,k), focus at (h+p,k): (y-k)2 = 4j(x-h) if (j>0) equation for parabola with vertex at (h,k), focus at (h,k+p): (x-h)2 = 4j(y-k) if (j<0) p Focus Vertex Directrix Page 02 - 8 SFTE Reference Handbook Third Edition 2013 hyperbola: p = distance between center and vertex q = distance between center and conjugate axis e = eccentricity = ([p2+q2]1/2)/p equation for hyperbola centered at (h, k): (x-h)2/p2 – (y-k)2/q2 = 1 if (asymptotes slopes = +/- q/p) or (y-k)2/p2 – (x-h)2/q2 = 1 if (asymptotes slopes = +/- p/q) p asymptotes q sphere: A = 4πR2 V = 4πR3/3 equation for sphere centered at origin: x2+y2+z2 = R2 torus: A= 4π2Rρ V = 2π2Rρ2 ρ = smaller radius Page 02 - 9 SFTE Reference Handbook Third Edition 2013 Section 2.3 Trigonometery (references 2.1, 2.2) For any right triangle with hypotenuse h, an acute angle α, side length o opposite from α, and side length a ad- jacent to α, the following terms are defined: sine α = sin α = o/h cosine α = cos α = a/h tangent α = tan α = o/a = sin α /cos α cotangent α = cot α = ctn α = a/o = 1/tan α = cos α /sin α secant α = sec α = h/a = 1/cos α cosecant α = csc α = h/o = 1/sin α exsecant α = exsec α = sec α -1 h versine α = vers α = 1-cos α o coversine α = covers α = 1-sin α α haversine α = hav α = (vers α )/2 a also defined are the following… hyperbolic sine of x = sinh x = (ex – e-x)/2 hyperbolic cosine of x = cosh x = (ex + e-x)/2 hyperbolic tangent of x = tanh x = sinh x/cosh x csch x = 1/sinh x sech x = 1/cosh x coth x = 1/tanh x Identities Pythagorean Identities: sin2 α + cos2 α = 1 1 + tan2 α = sec2 α 1+ cot2 α = csc2 α Half Angle Identities: sin [α/2] = +/- [(1 - cos α)/2]1/2 (negative if [α/2] is in quadrant III or IV) cos [α/2] = +/- [(1 + cos α)/2]1/2 (negative if [α/2] is in quadrant II or III) tan [α/2] = +/- [(1 - cos α)/(1+cos α)]1/2 (negative if [α/2] is in quadrant II or IV) Page 02 - 10 SFTE Reference Handbook Third Edition 2013 Double-Angle Identities sin 2α = 2sin α cos α cos 2α = 2cos2 α –1 = 1-2sin2 α = cos2 α - sin2 α tan 2α = 2tan α /[1-tan2 α] n –Angle Identities: sin 3α == 3sin α – 4sin3 α cos 3α = 4cos3 α – 3cos α sin nα = 2sin (n-1)α cos α – sin (n-2)α cos nα = 2cos (n-1)α cos α – cos (n-2)α Two-Angle Identities: sin (α+β) = sin α cos β + cos α sin β cos (α+β) = cos α cos β – sin α sin β tan (α+β) = [tan α + tan β]/[1- tan α tan β] sin (α-β) = sin α cos β - cos α sin β cos (α-β) = cos α cos β + sin α sin β tan (α-β) = [tan α - tan β]/[1+ tan α tan β] Sum and Difference Identities: sin α + sin β = 2sin [(α+β)/2] cos [(α-β)/2] sin α – sin β = 2cos{(α+ β)/2] sin {(α- β)/2] cos α+ cos β = 2cos [(α+β)/2] sin [(α-β)/2] cos α -cos β = -2cos [(α+β)/2] sin [(α-β)/2] tan α + tan β = [sin (α + β)]/[cos α cos β] cot α + cot β = [sin (α + β)]/[sin α sin β] tan α - tan β = [sin (α - β)]/[cos α cos β] cot α - cot β = -[sin (α - β)]/[sin α sin β] sin2 α – sin2 β = sin (α+β) sin (α-β) cos2 α – cos2 β = -sin (α+β) sin (α-β) cos2 α – sin2 β = cos (α+β) cos (α-β) Page 02 - 11 SFTE Reference Handbook Third Edition 2013 Power Identities: sin α sin β = [cos (α-β) - cos (α+β)]/2 cos α cos β = [cos (α-β) + cos (α+β)]/2 sin α cos β = [sin (α+β) + sin (α-β)]/2 cos α sin β = [sin (α+β) - sin (α-β)]/2 tan α cot α = sin α csc α = cos α sec α = 1 sin2 α = [1-cos2α]/2 cos2 α= [1+cos2α]/2 sin3 α = [3 sin α– sin 3α]/4 cos3 α = [3 cos α + cos 3α]/4 sin4 α = [3 - 4cos 2α + cos 4α]/8 cos4 α = [3 + 4cos 2α + cos 4α]/8 sin5 α = [10sin α –5sin 3α +sin5α]/16 cos5 α = [10cos α + 5cos 3α + cos5α]/16 OBLIQUE TRIANGLES (no right angle, angles A,B,C are opposite of legs a,b,c) Law of Sines: a/sin A = b/sinB = c/sinC Law of Cosines: B 2 2 2 a = b + c – 2bc cos A c a b2 = a2 + c2 – 2ac cos B 2 2 2 c = a + b – 2ab cos C A C C = cos-1[(a2+b2-c2)/2ab] b Law of Tangents: [a-b]/[a+b] = [tan ({a-b}/2]/ [tan ({a+b}/2] Projection Formulas: a = b cos C + c cosB b =c cos A + a cos C c = a cos B + b cos A Mollweide’s Check Formulas: [a-b]/c = [sin ({A-B}/2)]/ cos (C/2) [a+b]/c = [cos ({A-B}/2)]/ sin (C/2) Page 02 - 12 SFTE Reference Handbook Third Edition 2013 Section 2.4 Matrix Algebra (reference 2.5) Matrix multiplication can be defined for any two matrices only whe the number of columns of the first is equal to the number of rows of the second matrix. Multiplication is not defined for other matrices. [A][B] = [C] [aim][bmj] = [cij] The product of a pair of, 2 × 2 matrices is: ⎡aa11 12 ⎤⎡bb11 12 ⎤ ⎡ab11 11+ ab 12 21 ab 11 12+ ab 12 22 ⎤ ⎢ ⎥⎢ ⎥ = ⎢ ⎥ ⎣aa21 22 ⎦⎣bb21 22 ⎦ ⎣ab21 11++ ab 22 21 ab 21 12 ab 22 22 ⎦ The identity (or unit) matrix [I] occupies the same position in matrix algebra that the value of unity does in ordi- nary algebra. That is, for any matrix 10L 0 01 0 I = L MMOM 00 1 L [A]: [I][A] = [A][I] = [A] The identity [I] is a square matrix consisting of ones on the principle diagonal and zeros everywhere else; i.e.: a ⋅ α−1 = α1−1 = α0 = 1 In the same way, the matrix [A]-1 is called the inverse matrix of [A] since: [A][A]-1 = [A]-1[A] = [A]0 = [I] Page 02 - 13 SFTE Reference Handbook Third Edition 2013 Cofactors and Determinates aa11 12L a 1n aa a Aa==21 22L 2 n ij MMOM aann12L a nn The signed minor, with the sign determined by the sum of the row and column, is called the cofactor of aij and is denoted by: i+j Aij = (−1) Μij The value of the determinant is equal to the sum of the products of the elements of any single row or column and their respective cofactors. Arbitrarily expanding about the first row of a 3 x 3 matrix gives the determinant: aa22 23 aa21 22 aa21 22 |A| = a11A11 + a12A12 + a13A13 = a11(++−+111) a12 ( ) a13 ( ) aa32 33 aa31 32 aa31 32 which expands to give the final solution: |A| = a11(a22 a33 − a23 a32) − a12(a21 a33 − a23 a31) + a13(a21 a32 − a22 a31) Page 02 - 14 SFTE Reference Handbook Third Edition 2013 There is a straightforward four-step method for computing the inverse of a given matrix [A]: Step 1 Compute the determinant of [A]. This determinant is written |A|. If the determinant is zero or does not exist, the matrix [A] is defined as singular and an inverse cannot be found. Step 2 Transpose matrix [A]. The resultant matrix is written [A]T. Step 3 Replace each element aij of the transposed matrix by its cofactor Aij. This resulting matrix is de- fined as the adjoint of matrix [A] and is written Adj[A]. Step 4 Divide the adjoint matrix by the scalar value of the determinant of [A] which was computed in Step 1. The resulting matrix is the inverse and is written [A]-1. Example: Given the following set of simultaneous equations, solve for x1, x2, and x3. 3x1 + 2x2 − 2x3 = y1 − x1 + x2 + 4x3 = y2 2x1 − 3x2 + 4x3 = y3 This set of equations can be written as: [A] [x] = [y] ⎡ 3 2 − 2 ⎤ ⎡ x1 ⎤ ⎡ y1 ⎤ ⎢− 1 1 4 ⎥ ⎢ x ⎥ = ⎢ y ⎥ ⎢ ⎥ ⎢ 2 ⎥ ⎢ 2 ⎥ ⎣⎢ 2 − 3 4 ⎦⎥ ⎣⎢ x 3 ⎦⎥ ⎣⎢ y 3 ⎦⎥ and solved as follows: [x] = [A]−1 [y] Thus, the system can be solved for the values of x1, x2, and x3 by computing the inverse of [A]. Step 1. Compute the determinant of [A]. Expanding about the first row |A| = 3(4 + 12) − 2 (−4 −8) −2 (3 − 2) |A| = 48 + 24 −2 = 70 Page 02 - 15 SFTE Reference Handbook Third Edition 2013 Step 2. Transpose [A]. ⎡ 3 − 1 2 ⎤ T ⎢ ⎥ []A = ⎢ 2 1 − 3⎥ ⎣⎢− 2 4 4 ⎦⎥ Step 3. Determine the adjoint matrix by replacing each element in [A]T by its Cofactor. ⎡ 1 −3 2 −3 2 1 ⎤ ⎢ − ⎥ 4 4 −2 4 −2 4 ⎢ ⎥ ⎡16 −2 10 ⎤ ⎢ −1 2 3 2 3 −1 ⎥ ⎢ ⎥ adj []A = ⎢− − ⎥ = 12 16 −10 4 4 −2 4 −2 4 ⎢ ⎥ ⎢ ⎥ ⎢ 1 13 5 ⎥ ⎢ −1 2 3 2 3 −1 ⎥ ⎣ ⎦ ⎢ − ⎥ ⎣ 1 −3 2 −3 2 1 ⎦ Step 4. Divide by the scalar value of the determinant of [A] which was computed as 70 in Step 1. ⎡16 − 2 10 ⎤ 1 []A −1 = ⎢12 16 − 10 ⎥ 70 ⎢ ⎥ ⎣⎢ 1 13 5 ⎦⎥ if y1 = 1, y2 = 13, and y3 = 8 ⎡x1⎤ ⎡16 −2 10⎤⎡1⎤ 1 ⎢x ⎥= ⎢12 16 −10⎥⎢13⎥ ⎢ 2⎥ 70⎢ ⎥⎢ ⎥ ⎣⎢x3⎦⎥ ⎣⎢1 13 5 ⎦⎥⎣⎢8⎦⎥ 1 70 x = ()16 − 26 + 80 = = 1 1 70 70 1 140 x = ()12 + 208 − 80 = = 2 2 70 70 1 210 x = ()1 + 169 + 40 = = 3 3 70 70 Page 02 - 16 SFTE Reference Handbook Third Edition 2013 Cramer’s Rule Given matrices A{x} = {b} If the det (D) of a matrix (A) exists, and Dr is the det of the matrix obtained from A by replacing the rth column of A by the column {b}, then the solution to (1) is xr = Dr/D r = 1,2,…,n Example of Cramer’s Rule ⎡ 1 0 2⎤ ⎡ x ⎤ ⎡ 6 ⎤ 1 ⎢− 3 4 6⎥ ⎢ x ⎥ = ⎢30 ⎥ ⎢ ⎥ ⎢ 2 ⎥ ⎢ ⎥ ⎣⎢ − 1 − 2 3⎦⎥ ⎣⎢ x3 ⎦⎥ ⎣⎢ 8 ⎦⎥ ⎡ 1 0 2 ⎤ ⎡ 6 0 2⎤ ⎢ ⎥ ⎢ ⎥ A = − 3 4 6 A1 = 30 4 6 ⎢ ⎥ ⎢ ⎥ ⎣⎢ − 1 − 2 3 ⎦⎥ ⎣⎢ 8 − 2 3⎦⎥ ⎡ 1 6 2⎤ ⎡ 1 0 6 ⎤ A = ⎢− 3 30 6 ⎥ A = ⎢− 3 4 30 ⎥ 2 ⎢ ⎥ 3 ⎢ ⎥ ⎣⎢ − 1 8 3⎦⎥ ⎣⎢ − 1 − 2 8 ⎦⎥ det()A − 40 −10 det(A ) 72 18 det(A ) 152 38 x = 1 = = , x = 2 = = , x = 3 = = 1 det()A 44 11 2 det()A 44 11 3 det()A 44 11 Page 02 - 17 SFTE Reference Handbook Third Edition 2013 Section 2.5 VectorAlgebra (reference 2.5) Addition A + B B A A AB+ B ABC++ BC+ AB+ C A . B Subtraction −B A AB− B Page 02 - 18 SFTE Reference Handbook Third Edition 2013 mA = Am Commutative m()nA = ()mn A Associative ()m + n A = mA + nA Distributive m()A + B = mA + mB Distributive P(x,y,z) A ai x $ akz $ y ajy $ x Dot Product A = a iˆ + a ˆj + a kˆ x y z 2 2 2 A = a x + a y + a z A ⋅ B = A cosθ Page 02 - 19 SFTE Reference Handbook Third Edition 2013 A θ B Acosθ ˆ ˆ ˆ ˆ ˆ ˆ ˆ ˆ ˆ ˆ ˆ ˆ i⋅i =j⋅j=k ⋅k =1 i ⋅j=j⋅k=k ⋅i =0 Vector Product ijk$$$ aayz aaxzaaxy AB×=aaaxyz =i$$ +−( 1) j + k$ bbyz bbxzbbxy bbbxyz A x B = A B sin θ UAB=× u$ A θ B i$ × i$ = $j × $j = k$ × k$ = 0 i$ × $j = k$ $j × k$ = i$ k$ × i$ = $j $j × i$ = − k$ k$ × $j = − i$ i$ × k$ = − $j Page 02 - 20 SFTE Reference Handbook Third Edition 2013 Vector Differentiation d ()A + B dA dB = + Distributi ve derivative dt dt dt d ()A ⋅ B dB dA = A ⋅ + ⋅ B Dot product derivative dt dt dt d ()A × B dB dA = A × + × B Cross product derivative dt dt dt d dB df ()t []f ()t B = f ()t + B Scalar vec tor product derivative dt dt dt The first derivative of a position vector is a vector tangential to the trajectory with a magnitude equal to the speed of the particle. Motion of a point using two reference systems. Reference A can be considered the inertial frame while Rotation of the B reference relative to the A reference must be con- sidered when observing motion wrt the A reference system. z Reference A Trajectory C y r x R ω P z ρ Reference B V y x Note: Unit vectors are along the B system axes. Subscripts denote reference system. Reference B can be equivalent to a maneuvering aircraft. ρ = xiˆ + yˆj + zkˆ ⎛ dρ ⎞ ˆ ⎜ ⎟ = x&iˆ + y&ˆj + z&k ⎝ dt ⎠ B ⎛ dρ ⎞ ˆ ⎛ ˆ& ⎞ ⎜ ⎟ = ()x&iˆ + y&ˆj + z&k + ⎜ xiˆ& + yˆ&j + zk ⎟ ⎝ dt ⎠ A ⎝ ⎠ Page 02 - 21 SFTE Reference Handbook Third Edition 2013 xiˆ& + yˆ&j + zkˆ& = x()ω × iˆ + y(ω × ˆj)+ z(ω × kˆ)= (ω × xiˆ)+ (ω × yˆj)+ ()ω × zkˆ = ω × ()xiˆ + yˆj + zkˆ = ω × ρ ⎛ dρ ⎞ ⎛ dρ ⎞ ⎜ ⎟ = ⎜ ⎟ + ω × ρ ⎝ dt ⎠ A ⎝ dt ⎠ B The velocities of the particle P relative to the A and to the B references are, respectively: ⎛ dr ⎞ ⎛ dρ ⎞ VA = ⎜ ⎟ VB = ⎜ ⎟ ⎝ dt ⎠A ⎝ dt ⎠B These velocities can be related by noting that: r = R + ρ Differentiating with respect to time for the A reference, ⎛ dr ⎞ ⎛ dR ⎞ ⎛ dρ ⎞ ⎜ ⎟ = V A = ⎜ ⎟ + ⎜ ⎟ ⎝ dt ⎠ A ⎝ dt ⎠ A ⎝ dt ⎠ A dR The term ()dt A is the velocity of the origin of the B reference relative to the A reference, R& . The term dρ can be replaced with the above equation, () ()dt A dρ and denoting ()dt B simply as VB the above expression then becomes : V = V + R& + ω × ρ A B The term is the “transport velocity” and is the only velocity R& + ω × ρ if point P is rigidly attached to reference B. Page 02 - 22 SFTE Reference Handbook Third Edition 2013 To get acceleration wrt A, differentiate: •• ⎛ dVA ⎞ ⎛ dVB ⎞ ⎡ d ⎤ a A = ⎜ ⎟ = ⎜ ⎟ + R + ⎢ ()ω × ρ ⎥ ⎝ dt ⎠ A ⎝ dt ⎠ A ⎣ dt ⎦ A •• ⎛ dVB ⎞ ⎛ dρ ⎞ ⎛ dω ⎞ use product rule to get... a A = ⎜ ⎟ + R + ω × ⎜ ⎟ + ⎜ ⎟ × ρ ⎝ dt ⎠ A ⎝ dt ⎠ A ⎝ dt ⎠ A ⎛ dρ ⎞ ⎛ dρ ⎞ where ⎜ ⎟ = ⎜ ⎟ + ω × ρ B ⎝ dt ⎠ A ⎝ dt ⎠ B ⎛ dVB ⎞ ⎛ dVB ⎞ and similarly ⎜ ⎟ = ⎜ ⎟ + ω ×V ⎝ dt ⎠ A ⎝ dt ⎠ B Combining gives the acceleration of point P relative to reference A •• ⎛ dVB ⎞ ⎛ dρ ⎞ ⎛ dω ⎞ aA = ⎜ ⎟ +ω ×VB + R +ω ×⎜ ⎟ +ω ×()ω × ρ + ⎜ ⎟ × ρ ⎝ dt ⎠B ⎝ dt ⎠B ⎝ dt ⎠ A dVB dρ dω Noting that ()dt B is aB ; ()dt B is VB ; and ()dt A is ω& , rearranging terms gives : •• aA = aB + 2()ω ×VB + R + (ω& × ρ ) +ω ×()ω × ρ where ω × ()ω × ρ is the centripetal acceleration, 2()ω ×VB is the Coriolis acceleration, and •• R+(ω& ×ρ)+ω ×()ω ×ρ is the transport acceleration and is the only acceleration if point P is rigidly attached to reference B. Page 02 - 23 SFTE Reference Handbook Third Edition 2013 Motion of a point using one reference system. Reference A can be considered the inertial frame while The body can be equivalent to a maneuvering aircraft. V ω z ρ a P y x ρ& = ω × ρ •• ρ = ω × ()ω × ρ + ω& × ρ ρ& = Vb −Va Vb = Va + ω × ρ ab = aa + ω × ()ω × ρ + ω& × ρ Page 02 - 24 SFTE Reference Handbook Third Edition 2013 Section 2.6 Statistics (reference 2.6) Definitions: Population: The set of all possible observations Sample: Any subset of a population Homogeneous Sample: The sample comes from 1 population only Random Sample: Equal probability of selecting any member of the population Independence (of events A and B): P(A and B) = P(A)*P(B) 1 n Sample and Population Mean (Average value): μ = x = ∑xi N i=1 Mode (Most commonly occurring value in a sample) Median (middle value, 50th percentile. Half of the sample values are greater and half are smaller) Deviation (from the mean value): d i = xi − x 1 N Population Variance (from the mean value): 2 2 σ = ∑ di N i=1 N Population Standard Deviation (from the mean value): 1 2 σ = ∑ di N i=1 N 1 2 Sample Standard Deviation (from the mean value): s = ∑ di N −1 i=1 Discrete Probability Distributions: Binomial: N independent events, each having probability p of success, and1-p of failure. For example, tossing a fair coin N times where p = the probability of getting a head on any toss. If the random variable x indicates the number of heads in N=2 tosses, then P(x=0) = 1/4, P(x=1) = 1/2, P(x=2) = 1/4. If N=4, then the probabilities are illus trated in the following graph: Page 02 - 25 SFTE Reference Handbook Third Edition 2013 0.6 0.4 0.2 P(x=X) 0 01234 As N approaches infinity ... 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 1 2 3 4 5 -5 -4 -3 -2 -1 -0 0.5 1.5 2.5 3.5 4.5 -4.5 -3.5 -2.5 -1.5 -0.5 So, the binomial distribution is the discrete case of the Normal distribution. Continuous Distributions: As the number of samples increases and the width of the Discrete sample intervals shrink to zero, discrete distributions become continuous. P(x=X) = 0 Must talk about intervals, e.g. P(a < x < b) 2 −( x−μ ) 1 2 The Normal Distribution: f (x) = e 2σ 2πσ Page 02 - 26 SFTE Reference Handbook Third Edition 2013 Normal Distribution: Normal Probability Mass Function 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 1 4 -5 -2 0.1 0.4 0.7 1.3 1.6 1.9 2.2 2.5 2.8 3.1 3.4 3.7 4.3 4.6 4.9 -4.7 -4.4 -4.1 -3.8 -3.5 -3.2 -2.9 -2.6 -2.3 -1.7 -1.4 -1.1 -0.8 -0.5 -0.2 Normal Cumulative Distribution Function 1.2 1 0.8 0.6 0.4 0.2 0 -5 1 2 3 -2 7 8 .7 1 2 .1 4 -4.7 -4.4 -4. -3.8 -3.5 -3. -2.9 -2.6 -2. -1. -1.4 -1.1 -0. -0.5 -0.2 0.1 0.4 0 1.3 1.6 1.9 2. 2.5 2.8 3 3.4 3.7 4.3 4.6 4.9 Page 02 - 27 SFTE Reference Handbook Third Edition 2013 The Standard Normal Distribution: μ = 0,σ = 1 x − μ 1 z = ,dz = dx σ σ − z 2 b 1 P(a < z < b) = e 2 dz ∫a 2π Error Probable: An error budget that would contain half of the population data points. Assumes that events are independ- ent and identically distributed (iid). Also assumes N is large (greater than 30), or population is normally distributed. 0.4 0.35 0.3 0.25 ±0. 674σ 0.2 0.15 AREA = 0.5 0.1 0.05 0 1 2 3 4 5 -5 -4 -3 -2 -1 -0 0.5 1.5 2.5 3.5 4.5 -4.5 -3.5 -2.5 -1.5 -0.5 Circular Error Probable – the 2 Dimensional Case (X error and Y error): σ x If σ x < σ y and ≤ 0.28 then CEP = 0.562σ x + 0.615σ y σ y σ y If σ x > σ y and ≤ 0.28 then CEP = 0.615σ x + 0.562σ y σ x Otherwise CEP = 0.5887 (σ x + σ y ) Page 02 - 28 SFTE Reference Handbook Third Edition 2013 Confidence Intervals: In practice, we take a sample from population. The sample mean and variance will differ from the population mean and variance. Confidence Intervals express how certain we are that the population statistics lie in a region around the sample statistics. 2 Central Limit Theorem: Given a population Normally distributed, ( μ , σ ) then the distribution of successive sample means from samples of n observations 2 Approaches a Normal distribution with parameters (μ , σ ) n We want 1- α level of confidence that a region around our sample mean value contains the actual population mean. AREA = 1−α Pz()−<<=− xz 1 α 1−−αα1 0.4 2 2 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 1 2 3 4 5 -5 -4 -3 -2 -1 -0 0.5 1.5 2.5 3.5 4.5 -4.5 -3.5 -2.5 -1.5 -0.5 α α AREA = 2 AREA = 2 x − μ z = σ N σ σ P(x − z < μ < x + z ) = 1−α 1−α 1−α 2 N 2 N Page 02 - 29 SFTE Reference Handbook Third Edition 2013 If n < 30, we must use Student’s T Distribution instead of the Standard Normal s s P(x − t < μ < x + t ) = 1− α n,1−α n,1−α 2 n 2 n Determining Sample Size: For the population mean to fall into an interval defined by σ σ (x − z ) < μ < (x + z ) 1−α 1−α 2 N 2 N σ μ − x ≤ z 1−α 2 N Where μ − x is the accuracy desired (or the error that can be tolerated). Since the sample size decision must be made prior to the test, an estimate must be made for the population standard devia- tion. Using the estimate we can solve for N z σ 2 1−α 2 N ≥ error Hypothesis Testing: Begins with an assumption (hypothesis), usually about the underlying population distribution of some measured quantity or computed error. Select values for the hypothesis and alternate hypothesis(es) that partition the sample space. Collect N samples of the population test statistic or parameter. There are two types of errors: Type 1 errors reject the hypothesis when it is true; Type II accept the hypothesis when in is false. One-Sided Test 0.4 0.35 0.3 0.25 0.2 0.15 0.1 α 0.05 0 1 2 3 4 5 -5 -4 -3 -2 -1 -0 0.5 1.5 2.5 3.5 4.5 -4.5 -3.5 -2.5 -1.5 -0.5 Reject System Accept System z 0 Page 02 - 30 SFTE Reference Handbook Third Edition 2013 Two-Sided Test 0.4 0.35 0.3 0.25 0.2 0.15 α 0.1 2 0.05 0 1 2 3 4 5 -5 -4 -3 -2 -1 -0 0.5 1.5 2.5 3.5 4.5 -4.5 -3.5 -2.5 -1.5 -0.5 Reject SystemAccept System Reject System -z0 z0 0.08 Type I and Type II Errors 0.07 0.06 0.05 0.04 β 0.03 α 0.02 0.01 0 50 55 60 65 70 75 80 85 90 95 100 Page 02 - 31 SFTE Reference Handbook Third Edition 2013 x2 − nx 2 Large Samples, Unknown Variance use s = ∑ for σ n −1 x − μ′ z′ = σ n (μ − μ′) z′ = z + σ n x − μ t = Small Samples, Unknown Variance use: s n −1 x − μ′ t′ = s n −1 μ − μ′ t′ = t + s n −1 Adjusting α and β Adjust the size of the Error we wish to Detect Change the sample size n Page 02 - 32 SFTE Reference Handbook Third Edition 2013 H0 :Tj = 0,∀j Normal Equations: n k n k n k n k ∑∑Xij =∑∑m+ ∑∑t j = nkm+ n ∑t j , but ∑t j = 0 i==11j i==11j i == 11j j = 1 j=1 n k so ∑∑Xij =nkm i==11j n n n ∑Xij = ∑m+∑t j = nm+ ntj i=1 i=1 i=1 m is the least squares estimate of tj is the least squares estimate of Tj n k n n SSr (m,t j ) = m∑∑X ij + ∑t j ∑X ij i==11j j=1 i = 1 Assuming H 0 is True, the model is : X ij = μ + ε ij n k ′ ′ SSr (m ) = m ∑∑X ij i==11j Between Treatments : SSr (m,t j ) − SSr (m′) n k 2 SSe = ∑∑X ij − SSr (m,t j ) i==11j SSt (k −1) Test Statistic is : Fk −1,(n−1)k = SSe ((n −1)k) Page 02 - 33 SFTE Reference Handbook Third Edition 2013 2.7 Standard Series (reference 2.4) Taylor’s 2 3 ( n −1) x − a ()x − a (x − a ) (x − a ) f ( x ) = f (a ) + f ' (a ) + f ' ' (a ) + f ' ' ' (a ) + ... f ( n −1) (a ) + R 1 2! 3! ()n − 1 ! n Maclaurin’s (Taylor series with a = 0 ): x (x)2 (x)3 (x)(n−1) f (x) = f (0) + f '(0) + f ''(0) + f '''(0) + ... f (n−1) (0) + R 1 2! 3! ()n −1 ! n Binomial: n(n −1) n(n −1)(n − 2) ()a + x n = a n + na n−1x + a n−2 x 2 + a n−3 x3 + .... []x 2 < a 2 2! 3! Exponential: 2 3 x (x ln a) (x ln a) a = 1 + x ln a + + + .... 2! 3! x 2 x 3 x 4 e x = 1 + x + + + + .... 2! 3! 4! 1 x 2 x 4 (e x + e − x ) = 1 + + + .... 2 2! 4! 1 x 3 x 5 (e x − e − x ) = x + + + .... 2 3! 5! 4 6 8 2 x x x e − x = 1 − x 2 + − + .... 2! 3! 4! Logarithmic: 1 1 ln x = (x −1) − (x −1)2 + (x −1)3 −.... []0 < x < 2 2 3 (x −1) 1 x −1 1 x −1 ⎡ 1⎤ ln x = − ( )2 + ( )3 −.... x > x 2 x 3 x ⎣⎢ 2⎦⎥ 3 5 ⎡ x −1 1 ⎛ x −1⎞ 1 ⎛ x −1⎞ ⎤ ln x = 2⎢ − ⎜ ⎟ + ⎜ ⎟ +....⎥ []0 < x ⎣⎢ x +1 3 ⎝ x +1⎠ 5 ⎝ x +1⎠ ⎦⎥ Page 02 - 34 SFTE Reference Handbook Third Edition 2013 Trigonometric: x3 x5 x7 sin x = x − + − +..... 3! 5! 7! x2 x4 x6 cos x =1− + − +..... 2! 4! 6! 3 5 7 9 2 x 2x 17x 62x ⎡ 2 π ⎤ tan x = x + + + + +..... ⎢x < ⎥ 3 15 315 2835 ⎣ 4 ⎦ 1 x3 1⋅3 x5 1⋅3⋅5 x7 sin−1 x = x + + + +...... []x2 <1 2 3 2⋅4 5 2⋅4⋅6 7! x3 x5 x7 tan−1 x = x − + − +...... []x2 ≤1 3 5 7 x2 x4 x6 lnsin x = ln x − − − −...... []x2 < π 2 6 180 2835 2 4 6 8 2 x x x 17x ⎡ 2 π ⎤ ln cos x = − − − − ..... ⎢x < ⎥ 2 12 45 2520 ⎣ 4 ⎦ 2 4 6 2 x 7x 62x ⎡ 2 π ⎤ ln tan x = ln x + + + −..... ⎢x < ⎥ 3 90 2835 ⎣ 4 ⎦ x2 3x4 8x5 3x6 esin x =1+ x + − − + +..... 2! 4! 5! 6! x2 4x4 31x6 ecos x = e(1− + − +.....) 2! 4! 6! 2 3 4 5 2 tan x x 3x 9x 37x ⎡ 2 π ⎤ e =1+ x + + + + +..... ⎢x < ⎥ 2! 3! 4! 5! ⎣ 4 ⎦ Page 02 - 35 SFTE Reference Handbook Third Edition 2013 Section 2.8 Derivative Table (references 2.2, 2.3) [x is the independent variable; u and v are dependent on x; w is dependent on u; a and n are constants; log is common logarithm; ln is logarithm to the base e] da = 0 dx d(ax) = a dx dx n = nx n−1 dx d(u + v) du dv = + dx dx dx d(uv) dv du = u + v dx dx dx d(u / v) 1 ⎛ du dv ⎞ = ⎜v − u ⎟ dx v 2 ⎝ dx dx ⎠ dw dw du = dx du dx du n du = nu n−1 dx dx d ln x 1 = dx x d ln u 1 du = dx u dx d log u log e du = dx u dx Page 02 - 36 SFTE Reference Handbook Third Edition 2013 de x = e x dx da x = a x ln a dx da u du = a u ln a dx dx du v du dv = vu v −1 + u v ln u dx dx dx d sin x d sin u du = cos x or = cos u dx dx dx d cos x d cos u du = − sin x or = − sin u dx dx dx d tan x d tan u du = sec 2 x or = sec 2 u dx dx dx d sec x d sec u du = sec x tan x or = sec u tan u dx dx dx d cot x d tan u du = − csc 2 x or = − csc 2 u dx dx dx d sin −1 x 1 d sin −1 u 1 du = or = dx 1 − x 2 dx 1 − u 2 dx d cos −1 x − 1 d cos −1 u − 1 du = or = dx 1 − x 2 dx 1 − u 2 dx d tan −1 x 1 d tan −1 u 1 du = or = dx 1 + x 2 dx 1 + u 2 dx d cot −1 x − 1 d cot −1 u − 1 du = or = dx 1 + x 2 dx 1 + u 2 dx Page 02 - 37 SFTE Reference Handbook Third Edition 2013 Section 2.9 Integral Table (references 2.2, 2.3) x is any variable, u is any function of x, a & b are arbitrary constants. The constant of integration, c, has been omitted from this table but should be added to the result of every integration. Fundamental Integrals ∫ adx = ax ∫∫af (x)dx = a f (x)dx ∫∫(u + v)dx = ∫ udx + vdx ∫ udv = uv − ∫ vdu udv du dx = uv − v dx ∫∫dx dx xn+1 xndx = , n ≠ −1 ∫ n +1 ∫ x−1dx = ln x dx w(u)dx = w(u) u ∫∫du dx 1 x = tan −1 ∫ a2 + x2 a a dx x = sin −1 ∫ 2 2 a − x a dx = ln(x − x2 ± a 2 ) ∫ 2 2 x ± a 1 ⎛ u ⎞ a2 − u 2 du = ⎜u a2 − u 2 + a2 sin −1 ⎟ ∫ 2 ⎝ a ⎠ du 1 u = tan −1 a > 0 ∫ u 2 + a 2 a a Page 02 - 38 SFTE Reference Handbook Third Edition 2013 Expressions containing exponential and logarithmic functions dx = ln x ∫ x ∫ e xdx = e x eax eax dx = ∫ a ax ax b b dx = ∫ a ln b ∫ ln xdx = x ln x − x bu bu du = ∫ ln u eax xeax dx = (ax −1) ∫ a 2 xbax bax xbax dx = − ∫ a ln b a 2 (ln b)2 eax x2eax dx = ()a 2 x 2 − 2ax + 2 ∫ a3 ∫ ln axdx = x ln ax − x x 2 x 2 x ln axdx = ln ax − ∫ 2 4 x3 x3 x2 ln axdx = ln ax − ∫ 3 9 ∫ ()ln ax 2 dx = x ()ln ax 2 − 2x ln ax + 2x dx = ln()ln ax ∫ x ln ax x n 1 e y dy dx = y = (n +1) ln ax ∫∫ln ax a n+1 y Page 02 - 39 SFTE Reference Handbook Third Edition 2013 Expressions containing trigonometric functions ∫ sin xdx = − cos x ∫ cos xdx = sin x ∫ tan xdx = − ln(cos x) ∫ cot xdx = ln(sin x) ∫ sec xdx = ln(sec x + tan x) ∫ cscudu = ln(cscu − cot u) 1 1 sin 2 udu = u − sin u cosu ∫ 2 2 1 1 cos2 udu = u + sin u cosu ∫ 2 2 ∫ csc2 udu = − cot u ∫ tan 2udu = tan u − u ∫ cot 2 udu = − cot u − u 1 sin axdx = − cos ax ∫ a x sin 2ax sin 2 axdx = − ∫ 2 4a dx 1 ax = ln tan ∫ sin ax a 2 dx 1 = − cot ax ∫ sin 2 ax a dx 1 ⎛ π ax ⎞ = m tan⎜ m ⎟ ∫ 1± sin ax a ⎝ 4 2 ⎠ 1 sin x cos xdx = sin 2 x ∫ 2 Page 02 - 40 SFTE Reference Handbook Third Edition 2013 Section 2.10 Laplace Table (references 2.2, 2.3) time domain f(t) frequency domain F(s)=L{f(t)} 1 (step function) 1/s (s>0) t 1/s2 (s>0) n−1 ( n − 1 )! t s n (s>0) 1 −3 t π s 2 (s>0) 2 1 − 1 t π s 2 (s>0) (1)(3)(5)...(2n −1) π −n− 1 tn-1/2 (n=1,2,…) s 2 2 n (s>0) 1 eat s − a (s>a) 1 at te () s − a 2 (s>a) n −1 ! n-1 ax ( ) t e (n=1, 2, …) n ()s − a (s>a) sin at a 2 2 s + a (s>0) s cos at (s>0) s 2 + a 2 a ebt sin at (s?b) ()s − b 2 + a 2 s − b ebt cos at (s>b) ()s − b 2 + a 2 2as x sin ax 2 (s>a) ()s 2 − a 2 2 2 x cos ax s − a (s > 0) 2 ()s 2 + a 2 a sinh at ( s > a ) s 2 − a 2 Page 02 - 41 SFTE Reference Handbook Third Edition 2013 s cosh at (s > a ) s2 − a2 ssin b + a cosb sin (at + b) s 2 + a2 s cosb − asin b cos(at + b) s2 + a2 eat − ebt 1 a − b ()()s − a s − b at bt ae − be s a − b ()()s − a s − b δ (impulse function) 1 1 square wave, period =2c −cs s()1+ e 1− e−cs triangular wave, period = 2c 2 −cs s ()1+ e at for 0 ≤ t < c a(1+ cs − e−cs ) sawtooth wave, period = c 2 cs s ()1− e 2abs sin at sin bt []s 2 + ()a + b 2 []s 2 + ()a − b 2 1− cosat 1 a2 s()s2 + a2 at − sin at 1 a3 s2 ()s2 + a2 sin at − at cos at 1 2 2a3 ()s 2 + a 2 Page 02 - 42 SFTE Reference Handbook Third Edition 2013 Section 2.11 References 2.1 Burington, Richard S., “Handbook of Mathematical Tables and Formulas”, McGraw-Hill Inc., 1973. 2.2 Ayers, F., Moyer, R., “Trigonometry”, Schaum’s Outline series, McGraw-Hill Inc., 1990. 2.3 Esbach, Ovid W., “Handbook of Engineering Fundamentals”, John Wiley and Sons Inc., 1963. 2.4 Hudson, Ralph G., “The Engineers’ Manual”, John Wiley and Sons Inc., 1944. 2.5 Jones, G., Chapter 14, Vectors and Matrices , from “Chapter 14, Vectors and Matrices , from “ Flying Qualities Testing, Vol II” , National; Test Pilot School, P.O. Box 658, Mojave CA, 93501. 2.6 Flying Qualities Testing, Vol II”, 1997, National Test Pilot School, P.O. Box 658, Mojave CA, 93501. 2.7 Lewis, G., Chapter 2, Data Analysis , from “Crew station Evaluation and Data Analysis, Vol IV”, 1997, National Test Pilot School, P.O. Box 658, Mojave CA, 93501. Page 02 - 43 SFTE Reference Handbook Third Edition 2013 NOTES Page 02 - 44 SFTE Reference Handbook Third Edition 2013 Section 3 Universe/Earth/Atmospheric Properties 3.1 Universal Constants Newtonian Gravity 3.2 Earth Properties Centrifugal relief from gravity Altitude effect on gravitational acceleration Actual gravitational pull on an aircraft Gravity influence on cruise performance 3.3 General Properties of Air Composition of air Viscosities of Air Psychrometric Chart 3.4 Standard Atmosphere Divisions of the Atmosphere Altitude Definitions Atmosphere Assumptions Standard Day Sea Level Conditions 1976 Standard Atmosphere Equations Standard Atmosphere Graph & Tables 3.5 Sea States 3.6 Sunrise and Sunset Times 3.7 Crosswind Components 3.8 Geodetic Measurements 3.9 References Page 03 - 1 SFTE Reference Handbook Third Edition 2013 Section 3 Recurring Nomenclature Hp = pressure altitude. The pressure associate with geopotential altitude on a standard day. T = absolute temperature (Rankin or Kelvin) TR = absolute temperature, Rankin scale To = standard day seal level absolute temperature P = ambient pressure Po= standard day seal level ambient pressure ρ = ambient density ρ ο= standard day seal level ambient density δ = P/Po = atmospheric pressure/std day sea level pressure θ = T/To = atmospheric absolute temp / std day sea level absolute temp σ = ρ /ρ ο = atmospheric density/std day sea level density g = acceleration due to gravity go = standard earth acceleration due to gravity ao = speed of sound at std day sea level temperature Page 03 - 2 SFTE Reference Handbook Third Edition 2013 Section 3.1 Universal Constants (reference 3.1) 23 Avogadros number, No 6.022169 x 10 molecules/mole Boltzmann constant, k 1.380 x 10-23 J/oK electron charge, e 1,602 x 10-19 coulomb -31 electron mass, me 9.109 x 10 kg gas constant, R 8.31434 J/oK mole gravitational constant, G 6.673 x 10-11 Nm2/kg2 -27 neutron mass, mn 1.674 x 10 kg Planck constant, h 6.625 x 10-34 J sec -27 proton mass, mp 1.672 x 10 kg speed of light in a vacuum, c 2.998 x 108 m/sec -27 unified atomic mass constant, mu 1.660 x 10 kg volume of ideal gas (std temp & press) 2.241 x 10 m3/mol Newtonian Gravity The gravitaional field (g) near any mass can be calculated as GM g = ()R 2 A where G is the universal gravitational constant and RA is the absolute distance from the center of mass M Page 03 - 3 SFTE Reference Handbook Third Edition 2013 Section 3.2 Earth Properties (references 3.9.2, 3.9.3 ) 2 2 Std Earth gravitational acceleration, go = 9.8066 m/s = 32.174 ft/s mass = 5.98333 × 1024 kg = 13.22 x 1024 lb rotation rate, ω = 7.292115 × 10−5 rad/sec average density = 5.522 g/cm3 = 344.7 lb/ft3 radius average, Ravg = 6,367,444 m = 3956.538 st. miles = 20,890,522 ft radius at the equator (Re) is 6,378,137 m (±2) radius at the poles Rp = 6,356,752 [m] radius as a function of latitude, φ (assumes perfect ellipsoid): − 1 2 2 2 ⎡⎛ cosφ ⎞ ⎛ sinφ ⎞ ⎤ R = ⎢⎜ ⎟ +⎜ ⎟ ⎥ ⎢⎜ R ⎟ ⎜ R ⎟ ⎥ ⎣⎝ e ⎠ ⎝ p ⎠ ⎦ Centrifugal Relief from Gravity The earth's "normal" gravity field includes both the Newtonian Law and a correction for the centrifugal force caused by the earth's rotation. The centrifugal relief correction is V 2 (R ω)2 ΔCR = − = − x = R ω 2 R R x x x where ω is the earth’s rotation rate and Rx is the perpendicular distance from the earth's axis to the surface and can be calculated as Rx =R cos φ (see figure below). Rx φ = deg latitude R For any centrifugal relief calculations associated with aircraft performance, it is sufficiently exact (g ±0.00004 m/s2) to use the average earth radius. An aircraft flying eastward contributes to centrifugal relief while a west- bound aircraft diminishes it. Page 03 - 4 SFTE Reference Handbook Third Edition 2013 The International Association of Geodesy publishes the following equation (accurate to 0.005%) to calculate local sea level gravity including the effects of centrifugal relief for any point fixed to the earth's surface 2 2 m glsl = 9.780327(1+ 0.00530224 sin φ − 0.000058sin 2φ)[ 2 ] s The above equation is tabulated below for quick reference. Latitude Normal glocal (deg) 2 2 (m/s ) (ft/s ) 0 9.780327 32.088 15 9.783659 32.098 30 9.792866 32.188 45 9.805689 32.171 60 9.818795 32.214 75 9.828569 32.249 90 9.832185 32.258 The standard acceleration (go) corresponds to a latitude of 46.0625°. glsl at the equator and the poles varies ±0.27% from go. Altitude Effect on Gravitational Acceleration RA is the sum of the earth's local radius and the geometric distance (hG) above the surface: RA = R + hG Gravitational acceleration at any geometric altitude: h g alt G 2 (1000 ft) g lsl ⎛ R ⎞ g = g ⎜ ⎟ 0 1 alt sls ⎜ ⎟ ⎝ R + hG ⎠ 10 0.99904 20 0.99809 40 0.99618 60 0.99428 80 0.99238 100 0.99049 Page 03 - 5 SFTE Reference Handbook Third Edition 2013 Actual Gravitational Pull on an Aircraft Adding a centrifugal relief correction due to the aircraft’s velocity, a complete calculation for its gravita- tional acceleration is 2 2 ⎡ R ⎤ ⎛ V sinσ ⎞ g = g +ω 2 R cosφ − ⎜ω + G ⎟ ()R + h cosφ A/C []lsl ⎢ ⎥ ⎜ ⎟ G ⎣ R + hG ⎦ ⎝ R + hG ⎠ where VG = ground speed and σ = ground track angle (0° = true North, 90° = East, etc.). Gravity Influence on Aircraft Cruise Performance Even at the same altitude, changes in gravity due to latitude or centrifugal relief directly alter the required lift, drag, and fuel flow. For example, with sufficiently precise instrumentation, data collected heading West could show about 0.5% more drag and fuel flow than data collected heading East (centrifugal relief effect). After deter- mining test and standard (or mission) values for g, flight test values for CL, CD, drag, and fuel flow can be cor- rected to standard as follows: N z ⎡ g ⎤ C = C ωstd std Lstd Lt ⎢ ⎥ N z g A/C ωt ⎣ ⎦ (C )2 C = Lstd Dstd πARe ΔD = Dstd − Dt = qS [C D − C D ] istd it W& = W& + ΔD ⋅TFSC f std ft where Nz = normal load factor, CL = lift coefficient, CD = drag coefficient, AR = aspect ratio, e = Oswald efficiency factor, ΔD change in drag force, TSFC = thrust specific fuel consumption, and W& f std = standard day fuel flow Page 03 - 6 SFTE Reference Handbook Third Edition 2013 Section 3.3 General Properties of Air (reference 3.9.1) Gas constant, R = 53.35 ft lb/R lbm = 287.074 J/kg K = 1716 lb(ft)/slgs(R) = 3089.7 lb(ft)/slgs(K) ½ Speed of sound = ao(θ) 1/2 = 49.02 (TR) ft/sec 1/2 = 33.42 (TR) miles/hr 1/2 = 29.04 (TR) knots 1/2 = 20.05 (TR) m/sec Density, ρ = .0023769 slug/ft3 = 1.225 kg/m3 (at 15o C) 2 4 Specific weight, gρ = .07647 sec /ft o Specific heat capacity at 59 F (=To) at constant pressure, cp = .240 BTU/lb R = 1004.76 J/kg K at constant volume, cv = .1715 BTU/lb R = 717.986 J/kg K specific heat ratio, γ = {cp / cv } =1.4 Normal Composition of clean, dry atmospheric air near sea level Nitrogen, N2 78.084 % by volume Oxygen, O2 20.948 % Argon, A 0.934 % Carbon Dioxide, CO2 0.031 % Neon, Ne 0.002 % total 99.9988 % plus traces of helium, kryton, xenon, hydrogen, methane, nitrous oxide, ozone, sulfur dioxide, nitrogen dioxide, ammonia, carbon monoxide, and iodine. Viscosities of Air 7.3025x10−7 (T )3/ 2 Coefficient of Viscosity, μ = R lb/ft sec c T +198.72 R Page 03 - 7 SFTE Reference Handbook Third Edition 2013 μ 2 Kinematic viscosity, v = c ft /sec gρ ⎡ ⎛ 734.7 ⎞⎤ 3/ 2 ⎜ ⎟ −10 2 Absolute Viscosity, lb μ = ρv = ⎢.317(TR ) ⎜ ⎟⎥x10 sec/ft ⎣ ⎝ TR + 216 ⎠⎦ Atmospheric Viscosity (U.S. Standard Atmosphere) Pressure Altitude Kinematic Viscosity Absolute Viscosity ft υ ( ft2/sec) μ (lb sec/ft2) 0 1.572 x 10-4 3.737 x 10-7 5,000 1.776 3.638 10,000 2.013 3.538 15,000 2.293 3.435 20,000 2.625 3.330 25,000 3.019 3.224 30,000 3.493 3.115 35,000 4.065 3.004 40,000 5.074 2.981 45,000 6.453 2.982 50,000 8.206 2.983 55,000 10.44 2.985 60,000 13.27 2.986 70,000 21.69 3.005 80,000 35.75 3.043 90,000 58.53 3.080 100,000 95.19 3.118 150,000 1066 3.572 200,000 6880 3.435 Page 03 - 8 SFTE Reference Handbook Third Edition 2013 Psychrometric Chart for Seal Level Barometric Pressure Page 03 - 9 SFTE Reference Handbook Third Edition 2013 Page 03 - 10 SFTE Reference Handbook Third Edition 2013 Section 3.4 Standard Atmosphere Divisions of the Atmosphere Page 03 - 11 SFTE Reference Handbook Third Edition 2013 Constantly changing atmospheric conditions cannot be duplicated at will to provide the exact environment in which a flight takes place. A standard atmosphere provides a common basis to relate all flight test, wind tunnel results, aircraft design and general performance. Several models of “standard atmosphere” exist with minor dif- ferences based on mathematical constants used in the calculations. Geometric altitude, hG , is defined as the height of an aircraft above sea level (also called tapeline altitude) Absolute altitude, ha, is defined as the height of an aircraft above the center of the earth: (geometric altitude + radius of the earth). Geopotential altitude, h, is required because g changes with height.If potential energy is calculated using sea level weight (WSL = mgo) instead of actual weight (W = mg), then the altitude must be lower. W hG = WSL h Pressure altitude, Hp is the altitude, on a standard day, at which the test day pressure would be found Density altitude is the altitude, on a standard day, at which the test day density would be found Temperature altitude is the altitude, on a standard day, at which the test day temperature would be found Assumptions on which the standard atmosphere is built 1. The air is dry (only 0.4% per volume of water vapor) 2. The air is a perfect gas and obeys the equation of state, P = ρgRT where R = 53.35 ft lb/oR lbm 3. The gravitational field decreases with altitude 4. Hydrostatic equilibrium exists (Δp= −ρgoΔh) Page 03 - 12 SFTE Reference Handbook Third Edition 2013 Standard Day Sea Level Atmospheric Conditions 2 2 Po = 2116.22 lb/ft = 14.696 lb/in = 29.921 in Hg = 1013.25 HPa (mb) = 101325 Pa o o To = 288.15 K = 518.67 R = 59 F = 15 C 3 3 3 o ρo = 0.0023769 slgs/ft = 0.07647 lbm/in = 1.255 kg/m (at 15 C ) ao = 1116.45 ft/sec = 661.478 KTAS = 761.14 mph = 340.294 m/sec 2 2 go = 32.174 ft/sec = 9.80665 m/sec L = standard temperature lapse rate = 0.0019812 K /ft 1976 U.S Standard Atmosphere Equations Troposhere - below 36,089 ft (11,000 m) < 22636 Pa θ = 1 − (L/Το ) h = 1-(6.8755856 x 10-6) h σ = θn-1 δ = θn where n = 5.255876, h = geopotential altitude (ft) Stratosphere- between 36,089 ft and 65,616 ft (20,000 m) the standard day temperature is a constant 216.65 K, therefore: θ = 0.751865 .−0.000048063 [h −36 ,089 ] σ = .297076 e δ = .223361 e .− 0.000048063 [h − 36 ,089 ] The above relations characterize the standard atmosphere table in this handbook. They may be re-written to solve for pressure altitude (Hp) for any ambient pressure. Below the tropopause (ambient pressure greater than 472.683 psf or 22632 Pa) 0.1902632 -6 Hp [ft] = [1-(Pa/Po) ]/[6.8755856 x 10 ] In the troposphere (ambient pressure between 114.347 and 472.683 psf or between 5475 and 22632.1 Pascal) Hp [ft] = 36089+[ln(Pa/Po)+1.498966]/ 0.000048063 Page 03 - 13 SFTE Reference Handbook Third Edition 2013 1976 U.S. Standard Atmosphere Graph Thermospher 300 Thermosphere Mesopause Speed of sound Mesosphere 200 Temperature Stratopause Geometric altitude (feet X 1000) 100 Stratasp here 50 Density Tropopause Pressure Troposphere 0 150 200 250 300 K(tem p) 288 0 1000 2000 3000 lb/ft2 (pressure) 2116 0 0.001 0.002 0.003 Slug/ ft3 (density) 0.002377 650 800 1000 1150 ft/sec (speed of sound) 1117 Page 03 - 14 SFTE Reference Handbook Third Edition 2013 Page 03 - 15 SFTE Reference Handbook Third Edition 2013 Page 03 - 16 SFTE Reference Handbook Third Edition 2013 Standard Atmosphere Calculator Website Link http://www.digitaldutch.com/atmoscalc/ Page 03 - 17 SFTE Reference Handbook Third Edition 2013 Page 03 - 18 SFTE Reference Handbook Third Edition 2013 Section 3.5 Sea States (ref 3.3) Sea Stale International Swell Scale Wave Height, Code Sea Crest to Trough (ft) 0 Calm 0 1 Smooth Less than 1 2 Slight 1-3 3 Moderate 3-5 4 Rough 5-8 5 Very rough 8-12 6 High 12-20 7 Very high 20-40 8 Mountainous 40+ 9 Confused, Used as additional description 1-8 Code Swell In Open Sea 0 None low 1 Short or average 2 Long 3 Short Moderate height 4 Average 5 Long 6 Short heavy 7 Average 8 Long 9 Confused, Used as additional description 1-8 Page 03 - 19 SFTE Reference Handbook Third Edition 2013 Section 3.6 Sunrise Sunset Times 18/ Dec / 4/ Dec / 72 deg 70 deg 60 deg 50 deg 40 deg 30 deg 20 deg 20/ Nov / 6/ Nov / 23/ Oct/ 9/ Oct/ / p 25/ Se / p 11/ Se / g 28/ Au / g 14/ Au 31/ Jul/ 17/ Jul/ 3/ Jul/ 19/ Jun/ 5/ Jun/ / y Sunset Times Sunrise Times 22/ Ma / y 8/ Ma r/ p 24/ A r/ p 10/ A 27/ Mar / 13/ Mar / Subtract 4 minutes per degree longitude east of Prime Meridian (+4 if (+4 west) Meridian per degree longitude of east Prime 4 minutes Subtract 27/ Feb/ 13/ Feb/ 30/ Jan/ 16/ Jan/ 2/ Jan/ 19/ Dec / 0:00 9:00 8:00 7:00 6:00 5:00 4:00 3:00 2:00 1:00 0:00 23:00 22:00 21:00 20:00 19:00 18:00 17:00 16:00 15:00 14:00 13:00 12:00 11:00 10:00 UTC time UTC Page 03 - 20 SFTE Reference Handbook Third Edition 2013 Section 3.7 Crosswind Components 40 Crosswind Components X-wind = (wind speed)*(sin Ψ) 35 30 25 20 Headwind Component 15 10 40 35 30 25 20 5 15 10 5 0 0 5 10 15 20 25 30 35 40 Crosswind Component Page 03 - 21 SFTE Reference Handbook Third Edition 2013 Section 3.8 Geodetic Measurements Acronyms, Abbreviations and Symbols DGPS Differential Global Positioning System ECEF Earth Centered Earth Fixed coordinate system GPS Global Positioning System INS Inertial Navigation System WGS84 World Geodetic System 1984 a Earth’s semi-major axis radius b Earth’s semi-minor axis radius D Great circle distance between two points e eccentricity of the Earth square f Earth’s flatness factor h geodetic height N radius of curvature in prime vertical P radius of curvature in prime vertical → Vector from earth center extending to coordinates r Earth’s radius X ECEF x coordinate Y ECEF y coordinate Z ECEF z coordinate φ Geodetic latitude ϕ Angle between the two → vectors originating at the Earth’s center and extending to their respective coordinates at the start and end points. λ Geodetic longitude ψ Runway heading with respect to true North. Page 03 - 22 SFTE Reference Handbook Third Edition 2013 Earth Modeling The Geodetic System defines the location of any point relative to the earth using latitude, longitude and height (Figure 3.8-1, point P). Longitude and latitude are expressed in degrees, minutes, seconds. Longitude lines extend 180 degrees from the Prime Meridian, run north to south, and converge at the poles. Latitude lines are parallel to the equator and extend 90°. Figure 3.8-1 Geodetic Coordinate System The 1984 world geodetic system, WGS84, models the earth’s surface as an oblate spheroid - an ellipsoid rotated about its semi-minor axis. In this model, used by global positioning systems, the earth’s semi-major axis, a is 6,378,137.0 meters and the semi-minor axis, b is 6,356,752.314 meters. The flatness factor ( f) is defined as: For the WGS84 model, f =1/298.257223563 Because the earth is not perfectly spherical, there are various methods for defining latitude. Unlike the geocentric latitude which uses the earth’s center for determining a point’s latitude, the geodetic latitude (used herein) is the angle between the equatorial plane and a line normal to the reference ellipsoid . Figure 3.8-1 exaggerates this with a normal line being well offset from the earth’s center. This definition leads to a degree of latitude being longer at the pole than at the equator: 111,694 m (60.3 nm) vs. 110,574 m (59.7 nm). The geodetic longitude of a point is the angle between a reference plane and a plane passing through the point, both planes being perpendicular to the equatorial plane. Mathematically, the geodetic surface is a smooth ellipsoid modeling the earth’s surface. Clearly, the topography (actual surface height) deviates from this model whenever land is above or below sea level. Less evident is that the actual sea level also deviates from the geodetic model due to local changes in the earth’s gravity. Specifically, Page 03 - 23 SFTE Reference Handbook Third Edition 2013 mass variations caused by changes in earth density and topography, such as mountains or trenches, change local gravity vectors and therefore sea level relative to the ellipsoid. Reference to Mean Sea Level (MSL) served as the traditional way to express topographic or bathymetric height. Geodesists once considered the sea in balance with the earth's gravity and formed a perfectly regular figure. MSL is usually described as a tidal datum that is the arithmetic mean of hourly water elevations observed over a 19- year (Metonic) cycle. This definition averages out tidal highs and lows caused by the changing effects of the gravitational forces from the moon and sun. MSL defines the zero elevation (vertical datum) for a local area. Because the sea surface conforms to the earth's gravitational field, MSL also has slight hills and valleys similar to the land surface but much smoother. Zero elevation as defined by one nation is often not the same zero elevation defined by another, thus locally defined vertical datums differ from each other. The Geoid is the equipotential surface in the earth’s gravity field that coincides most closely with the mean sea level extended continuously under the continents. In other words, it approximates the level of any non-flowing water connected (actually or theoretically) to the seas by waterway or via trenches or tunnels. The geoid surface undulates relative to the geodetic ellipsoid and is perpendicular to the local gravity vector – as seen with a plumb line. Similarly, a spirit level defines the local surface parallel to the geoid, which is tangent to the local horizon. Because the geoid is an equipotential surface, it is the best datum for measuring potential energy and is the true zero surface for measuring elevations. Previously, there was no way to accurately measure the geoid, so heights were measured relative to the similar MSL. EGM96 (Earth Gravity Model 1996) represents the best geoid model currently available and shows smoothly changing surface undulations ranging from +85 to -107 meters relative to the WGS84 ellipsoid. The geoid surface cannot be directly observed, thus heights above or below it can't be directly measured. Instead the geoid surface is modeled mathematically using gravitational measurements. Although for practical purposes, at the coastline the geoid and MSL surfaces are assumed to be essentially the same, at some spots the geoid can actually differ from MSL by several meters . Figure 3.8-2 Height Comparisons Ellipsoidal height (h) is the same as geodetic height and is the geometric distance between an object and the earth ellipsoid (Figure 3.8-2). This may be a GPS output. Geoid height (N) is the height of the geoid above or below the ellipsoid. Some GPS devices output this undulation value in the data stream. Page 03 - 24 SFTE Reference Handbook Third Edition 2013 Orthometric height (H) is the geometric distance along a gravitational force line from a given point P to the geoid. This is essentially the conventional height measurement because the geoid approximates MSL- the traditional method for determining height. Modern GPS units typically include a geoid model (e.g. EGM-96) that provides N (geoid height over the WGS ellipsoid) at the current position. Such a unit can provide the height above geoid. If GPS height output is only available relative to the ellipsoid (h), then traditional Orthometric height (H) above the geoid can be obtained by subtracting the geoid height above the ellipsoid. [http://www.esri.com/news/arcuser/0703/geoid1of3.html] ECEF Transformations For the purpose of performance, navigation, or noise analysis, flight testers may require distances between two points (the shortest being along the great circle arc) and the average heading of that arc. Calculating these from typical Geodetic System Lat/Long inputs requires conversion to the Earth Centered Earth Fixed (ECEF) coordinate system as shown in Figure 3.8-3. Figure 3.8-3 Earth Centered Earth Fixed Coordinate System The ECEF coordinate system is a Cartesian system with the origin at the earth’s center. In this system, the X-axis is defined by the intersection of the Prime Meridian and equatorial planes. The Z-axis goes through the North Pole. The Y-axis completes a right-handed orthogonal system by a plane 90 degrees east of the X-axis and its intersection with the equator. Page 03 - 25 SFTE Reference Handbook Third Edition 2013 Geodetic System (lat/long/height) data converts to ECEF as follows: x = ( N + h)∙cos( φ)∙cos( λ) y = ( N + h)∙cos( φ)∙sin( λ) 2 z = ( N∙(1-e ) + h) ∙sin( φ) where, x = ECEF coordinate parallel to the X-axis y = ECEF coordinate parallel to the Y-axis z = ECEF coordinate parallel to the Z-axis φ = geodetic latitude λ = geodetic longitude h = height above geodetic (ellipsoid) surface N = Normal radius of curvature; distance from earth axis to any point on the geodetic surface at that latitude (extension of r to axis shown in Figure 3.8-3). 1 ∙ where, a = semi-major axis radius (6,378,137 m; 20,925,647 ft) 2 e = eccentricity squared; = 0.00669438002290 (Earth, per WGS84) . 1 2 ∙ Also useful is M = Meridian radius of curvature; distance from earth axis to any point on the geodetic surface at that longitude.