Aviation Communication, Navigation, and Surveillance (CNS) Instructor: Dr. George L. Donohue Prepared by: Arash Yousefi Spring 2002 Summary Chapter 1: Introduction to CNS Chapter 2: The Chapter 3: Terrestrial RadioNavigation Systems Chapter 4: Satellite Radio Navigation Chapter 5: Terrestrial Integrated Radio Communication-Navigation Systems Chapter 6: Air-Data Systems Navigation Equations Chapter 7: Attitude and Heading References Chapter 8: Doppler and Altimeter Radars Chapter 9: Mapping & Multimode Radars Chapter 10: Landing Systems Chapter 11: Data Links and digital communication Chapter One Introduction Definitions Navigation: the determination of the position and velocity of a moving vehicle. The process of measuring and calculating state Vy vector onboard vx X Vx Vz Z Y V vy Six- component vz state vector x y z Surveillance or Position Reporting: the process of measuring and calculating state vector out side the vehicle Navigation sensor: may be located in the vehicle, in another vehicle, on the ground , or in space Definitions Automatic Dependent Surveillance(ADS): reporting of position, measured by sensors in an aircraft, to a traffic control center. Guidance: handling of the vehicle. Two Meanings; 1. 2. Steering toward a destination of known position from the aircraft’s present position Steering toward a destination without explicitly measuring the state vector (mostly military arcfts) Categories of Navigation 1. Radio Systems: consist of a network of transmitters(sometimes also receivers) on the ground, satellite or on other vehicle. 2. Celestial Systems: compute position by measuring the elevation and azimuth of celestial bodies relative to the navigation coordinate frame at precisely known times. 3. Mapping Navigation Systems: observe images of the ground, profile of altitude, or other external features. Dead-reckoning navigation systems Derive their state vector fro, a continuous series of measurements relative to an initial position. Two kinds: 1. Acft heading & either speed or acceleration. 2. Gyroscopes or magnetic compassesheading Air-data sensors or Doppler radar speed Inertial sensorsvector acceleration Emissions from continues-wave radio stations Create ambiguous “lanes” that must be counted to keep track of coarse position The Vehicle (1) 1. Civil Aircraft: mostly operate in developed areas(Ground-based radio aids are plentiful) Air Carriers: large acft used on trunk routes and small acft used in commuter service. General Aviation(GA): range from single- place crop dusters to well-equipped fourengine corporate jets. The Vehicle (2) 2. Military Aircraft Interceptors & combat air patrol: small, high-climb-rate protecting the homeland Close-air support: mid-size to deliver weapons in support of land armies Interdiction: mid-size and large acft to strike behind enemy lines to attack ground targets Cargo Carriers: same navigation requirements as civil acft Reconnaissance acft: collect photograph Helicopter & short take of and landing(STOL) vehicle Unmanned air vehicle The Vehicle (3) Fig 1.1 Avionics Placement on multi-purpose transport Phases of Flight Takeoff Terminal Area En-Route Approach Landing Surface Weather Navigation Phases Navigation Phases Picture courtesy of MITRE Corporation Takeoff Navigation From taxiing into runway to climb out Acft is guided along the runway centerline by hand-flying or a coupled autopilot based on steering signals Two important speed measurements are made on the runway The highest ground speed at which an aborted takeoff is possible pre-computed and compared, during the takeoff run, to the actual ground speed as displayed by navigation system The airspeed at which the nose is lifted is pre-calculated and compared to the actual airspeed as displayed by the air-data system Terminal Area Navigation 1. Departure: begins from maneuvering out the runway, ends when acft leaves the terminal-control area Approach: acft enters the terminal area, ends when it intercepts the landing aid at an approach fix Standard Instrument Departure (SIDs) & Standard Terminal Approach Route (STARs) Vertical navigation Barometric sensors Heading vectors Assigned by traffic controller 2. En Route Navigation Leads from the origin to the destination and alternate destinations Airways are defined by navaids over the land and by lat/long over water fixes The width of airways and their lateral separation depends on the quality of the navigation system From 1990s use of GPS has allowed precise navigation In the US en-route navigation error must be less than 2.8 nm over land & 12 nm over ocean Approach Navigation Begins at acquisition of the landing aid until the airport is in sight or the acrft is on the runway, depending on the capabilities of the landing aid Decision height (DH): altitude above the runway at which the approach must be aborted if the runway is not in sight The better the landing aids, the lower the the DH DHs are published for each runway at each airport An acrft executing a non precision approach must abort if the runway is not visible at the minimum descent altitude (typically=700 ft above the runway) Landing Navigation Begins at the DH ends when the acrf exits the runway Navigation may be visual or navigational set’s may be coupled to a autopilot A radio altimeter measures the height of the main landing gear above the runway for guiding the flare The rollout is guided by the landing aid (e.g. the ILS localizer) Missed Approach Is initiated at the pilot’s option or at the traffic controller’s request, typically because of poor visibility. And alignment with the runway The flight path and altitude profile are published Consists of a climb to a predetermined holding fix at which the acrf awaits further instructions Terminal area navaids are used Surface Navigation Acrf movement from the runway to gates, hanger Is visual on the part of the crew, whereas the ground controller observes acrf visually or with surface surveillance radar GPS reports from acrfs that concealed in radar shadows reduce the risk of collision Weather Instrument meteorological conditions (IMC) are weather conditions in which visibility is restricted, typically less than 3 miles Acft operating in IMC are supposed to fly under IFR Design Trade-Offs (1) 1. Cost 2. Construction & maintenance of transmitter stations Government Concern Purchase of on-board HW/SWUser Concern Accuracy of Position & velocity Specified in terms of statistically distribution of errors as observed on a large # of flights Civil air carrier Based on the risk of collision(10 9 ) Landing error depends on runway width, acft handling characteristics, flying weather Design Trade-Offs (2) 3. Autonomy:The extent to which the vehicle determines its own position & velocity without external aids. Subdivided to; Passive self-contained systems neither receive nor transmit electromagnetic signals (dead-reckoning systems such as inertial navigators Active self-contained systems Radiate but do not receive externally generated signals(radars, sensors). Not dependent on existence of navigation stations Design Trade-Offs(3) (continue form previous slide) Natural radiation receivers i.e. magnetic compasses, star trackers, passive map correlators Artificial radiation receivers measure electromagnetic radiation from navaids(earth or space based) but do not transmit (VOR, GPS) Active radio navaidsexchange signals with navigation stations(i.e. DME, collision-avoidance systems). The vehicle betrays its presence by emitting & requires cooperative external stations. The least autonomous of navigation systems Design Trade-Offs (4) Latency Time delay in calculating position & velocity, caused by computational & sensor delays Can be caused by computer-processing delays, scanning by a radar beam, or gaps in satellite coverage Geographic coverage Terrestrial radio systems operating below approximately 100 KHz can be received beyond line of sight on earth; those operating above 100 KHz are confirmed to line of sight Design Trade-Offs (5) Automations Availability The crew receive a direct reading of position, velocity, & equipment status, without human intervention The fraction of time the system is usable Scheduled maintenance, equipment failure, radiopropagation problems i.e 0.99 HRS Outage/YR for voice communication System capacity Reliability Maintainability Design Trade-Offs (6) Ambiguity The identification, by the navigation system, of two or more possible positions of the acft, with no indication of which is correct Integrity Ability of the system to provide timely warning to acft when its error are excessive For en-route an alarm must be generated within 30sec of the time a computed position exceeds its specified error Evolution of Air Navigation 1922 ATC begins 1935, an airline consortium opened the first Airway Traffic Control Station 1930 Control Tower Page 11-15 Katon, Fried 1940s Impact of radar Airway Centers ADS-B GPS 1960s & 70s Integrated Avionics Subsystems (1) 1. 2. Navigation Communication 3. Flight control 4. intercom among the crew members & one or more external twoway voice & data links Stability augmentation & autopilot The former points the airframe & controls its oscillations The latter provides such functions as attitude-hold, heading-hold, altitude hold Engine control The electronic control of engine thrust(throttle management) Integrated Avionics Subsystems (2) 5. Flight management Stores the coordinates of en-route waypoints and calculates the steering signals to fly toward them 6. Subsystem monitoring & control Displays faults in all subsystems and recommends actions to be taken 7. Collision-avoidance Predicts impending collision with other acft or the ground & recommends an avoidance maneuver Integrated Avionics Subsystems (3) Weather detection 8. Observes weather ahead of the acft so that the route of flight can be alerted to avoid thunderstorms & areas of high wind shears Sensors are usually radar and laser Emergency locator transmitter(ELT) 9. Is triggered automatically on high-g impact or manually Emit distinctive tones on 121.5, 243, and 406 MHz Architecture (1) Displays; Present information from avionics to the pilot Information consists of vertical and horizontal navigation data, flight-control data (e.g. speed and angle of attack), and communication data (radio frequencies) Architecture (2) Flight controls; The means of inputting information from the pilot to the avionics Traditionally consists of rudder pedals and a control-column or stick Switches are mounted on the control column, stick, throttle, and hand-controllers Architecture (3) Computation; The method of processing sensor data Two extreme organizations exist: 1. Centralized; Data from all sensors are collected in a bank of central computer in which software from several subsystems are intermingled 2. Decentralized; Each traditional subsystem retains its integrity Architecture (4) Data buses Copper or fiber-optics paths among sensors, computers, actuators, displays, and controls Safety partitioning Commercial acft sometimes divide the avionics to; 1. 2. 3. Highly redundant safety-critical flight-control system Dually redundant ,mission-critical flight-management system Non-redundant maintenance system Military acrft sometimes partition their avionics for reason other than safety Architecture (5) Environment Avionics equipment are subject to; acft-generated electricity-power transient, whose effects are reduced by filtering and batteries, externally generated disturbances from radio transmitters, lightening, and high-intensity radiated fields The effect of external disturbances are reduced by shielding metal wires and by using fiberoptic data buses add a Faraday shielding to meal skin of the acft Architecture (6) Standards Navaid signals in space are standardized by ICAO Interfaces among airborne subsystems, within the acft, are standardized by Aeronautical Radio INC. (ARINC), Annapolis Maryland, a nonprofit organization owned by member airlines Other Standards are set by: Radio Technical Commissions for Aeronautics, Washington DC European Organization for Civil Aviation Equipment (EUROCAE) etc. Human Navigator Large acft often had (before 1970) a third crew member, flight engineer: To operate engines and acft subsystems e.g. air conditioning and hydraulics) Use celestial fixes for positioning Production of cockpits with inertial, doppler, and radio equipments facilitated the automatically stations selection, position/waypoint steering calculations and eliminated the number of cockpit crew to two or one. Chapter Two The Navigation Equations Data resources The navigation equations describe how the sensor outputs are processed in the on-board computer in order to calculate the position, velocity, and attitude. contain instructions & data and are part of the airborne software. The data is stored in read-only (ROM) at the time of manufacturing Mission-dependent data (e.g. waypoints) are either loaded from cockpit keyboard or a cartridge (data-entry device) Acrft navigation system The system utilizes three types of sensor information 1. 2. 3. Absolute position data from radio aids, radar checkpoints, and satellites Dead-reckoning data, obtained from inertial, Doppler, or air-data sensors, as a mean of extrapolating present position Line-of-sight directions to stars, which measure a combination of position & attitude errors The navigation computer combines the sensor information to obtain an estimate of acft’s position, velocity, and attitude. System Hierarchy Heading attitude •Inertial air data •Doppler Star line of sight Deadreckoning computations Celestial equations To cockpit display pointing sensor Attitude •Position Way points •Velocity •Attitude Most probable position computation Position computations •Satellite (GPS) •Radar Range, bearing to displays, FMS Steering signals to autopilot •Positioning sensors •Radio(VOR, DME, Loran, Omega) Time to go Course To map display Positioning computations Position data Velocity Block diagram of an aircraft navigation system To weapon computers Geometry of The Earth (1) Apparent gravity field g = the vector sum of the gravitational and centrifugal fields g G Ω (Ω R ) G = Newtonian gravitational attraction of the earth Ω = inertial angular velocity of the earth(15.04107 deg/hr g = apparent gravity field Geometry of The Earth (2) For navigational purposes, the earth’s surface can be represented by an ellipsoid of rotation around the Earth’s spin axis The size & shape of the best-fitting ellipsoid is chosen to match the sea-level equipotential surface. Geometry of The Earth (3) Fig 2.2 Median section of the earth, showing the reference ellipsoid & gravity field Coordinate Frames (1) The position, velocity and attitude of the aircraft must be expressed in a coordinate frame. Navigation coordinate frame Coordinate Frames (2) 1. Earth-centered, Earth-fixed (ECEF): The basic coordinate frame for navigation near the Earth 2. Origin is at the mass center of earth y1, y2 Lie in True equator y2 Lies in the Greenwhich meridian y3 Lies along the earth’s spin axis Geodetic spherical coordinates: Spherical coordinates of the normal to the reference ellipsoid. Z1 longitude Z2 geodetic latitude Z3 altitude h above the reference ellipsoid This system is used in maps and mechanization of deadreckoning and radio navigation systems. Coordinate Frames (3) 3. Geodetic wander azimuth: Locally level to the reference ellipsoid Z3 is vertical up , west of true north. Z2 points at an angle Z1 points at an angle , north of true east Most commonly used in inertial navigation Dead-Reckoning Computation (1) DR is the technique of calculating position from measuring of velocity. It is the means of navigation in the absence of position fixes and consists in calculating the position (the zi-coordinates) of a vehicle by extrapolating (integrating) estimated or measured ground speed. Prior to GPS, DR computations were the heart of every automatic navigator. Dead-Reckoning Computation (2) In simplest form, neglecting wind: t V north Vg cos wT , y y0 Vnorthdt 0 t V east Vg sin wT , x x0 Veast dt Where: y y0 , x x0 0 east & north distances traveled during the measurement interval Vg Ground speed WT True heading T Angle between acft heading and true north Dead-Reckoning Computation (3) Fig 2.4 Dead-Reckoning Computation (4) In the presence of a crosswind the groundspeed vector does not lie along the acft’s center line but makes an angle with it The drift angle can be measured with a Doppler radar or a drift sight (a downwardpointing telescope whose reticle can be rotated by the navigator to align with the moving ground) Dead-Reckoning Computation (5) In the moving air mass: V north VTAS cos( ) cos( T ) Vwind north V east VTAS sin( ) sin( T ) Vwind east Where: The pitch angle VTAS True airspeed Then: Sideslip angle t y y0 Vnorthdt 0 t x x0 Veast dt 0 Positioning (1) Radio Fixes: There are five basic airborne radio measurements: 1. 2. Bearing: The angle of arrival, relative to the airframe, of a radio signal from an external transmitter. It is measured by difference in phase or time of arrival at multiple sensors Phase: The airborne receiver measures the phase difference between continuse-wave signals emitted by two stations using a single airborne antenna Positioning (2) 3. 4. 5. (Radio Fixes Cont.) Time difference: The airborne receiver measures the difference in time of arrival between pulses sent from two stations. Two-way range: The airborne receiver measures the time delay between the transmission of a pulse and its return from an external transponder at a known location One-way range: The airborne receiver measures the time of arrival with respect to its own clock Positioning (3) Line-of-Sight distance measurements Acft near the surface of the earth at R si and a radio station that may be near the surface or in space, at R 0 The slant range, |R si R 0 |from the acft to the station could be measured by oneway or two-way ranging Positioning (4) Assume an acft position Ground-Wave One-Way Ranging: Loran and Omega waves propagate along the curved surface of the earth. With a sensor, an acft can measure the time of arrival of the navigation signal from two or more two or more station & compute its own position Calculate the exact distance and azimuth to each radio transmitter using ellipsoid Earth equation Calculate the difference between the measured and predicted time of arrival to each station Calculate the predicted propagation time & time of arrival The probable position is the assumed position, offset by the vector sum of the time difference, each in the direction of its station, converted to distance Measure the time of arrival using the acft’s own clock Assume a new acft position and iterate until the residual is within the allowed error Positioning (5) Assume an acft position Ground wave Time-differencing: An acft can measure the difference in time of arrival of Loran & Omega signals from two or more station Calculate the exact range and azimuth from the assumed position to each observed radio station using ellipsoid Earth equation Calculate the predicted propagation time allowing fir the conductivity of the intervening Earth’s surface and the presence of the sunlight terminate between the acft and the station Subtract the times to two station to calculate the predicted difference in propagation time Measure the difference in time of arrival of the signals from the two stations Subtract the measured and predicted time differences to the two stations Calculate The time-difference gradients from which is calculated the most probable position of the acft after the measurements Iterate until the residual is smaller than the allowed error Positioning (6) Terrain-Matching Navigation: These nav. sys. obtain occasional updates when the acft over flies a patch of a few square miles, chosen for its unique profile. A digital map of altitude above sea level, hsis stored for several parallel tracks The acft measures the height of the terrain above sea level as the difference between barometric altitude and radar altitude. Each pair of height measurements & the deadreckoning position are recorded & time taged Positioning (7) (Terrain-Matching Navigation) After passing over the patch, acft uses its measured velocity to calculate the profile as a function of distance along track hm (x) between the measured and stored profile and calculates the cross-correlation function between the measured and stored profiles ms ( ) Terrain-Matching Navigation (1) Fig 2.6 Parallel tracks through terrain patch Terrain-Matching Navigation (2) Fig 2.7 Measurement of terrain altitude hs hbaro hradar nA ms ( ) hm ( x)hs ( x )dx 0 Where: A= length of map patch, the integration is long enough (n>1), Course Computation (1) Range & Bearing Calculation: is to calculate range and bearing from an acft to one or more desired waypoints, targets, airports, checkpoints, or radio beacons. Best-estimate of the present position of acft Course computation Computed range & bearing to other vehicle subsystems Course Computation (2) D Fig 2.8 ( x x ) 1 2 ( y y1 ) 2 x xt BT arctan y yt Course Computation (3) Airway Steering: It calculates a great circle from the takeoff point(or from a waypoint) to the destination (or another waypoint). The acft steered along this great circle by calculating the lateral deviation L from the desired great circle and commanding a bank angle: c K1 L K 2 L K 3 Ldt The bank angle is limited to prevent excessive control commands when the acft is far of course. Near the destination, the track is frozen to prevent erratic steering As the acft passes each waypoint, a new waypoint is fetched, thus selecting a new desired track. The acft can then fly along a series of airways connecting checkpoints or navigation station Course Computation (4) Area Navigation: Between 1950-1980, acft in developed countries flew on airways, guided by VOR bearing signals Position along the airway could be determined at discrete intersections using cross-bearings to another VOR( ) In 1970s DME, collocated with VOR, allowed acft to determine their position along the airway continuously. Thereafter authorities allowed them to fly anywhere with proper clearance a technique called RNAV (random navigation) or area navigation Course Computation (5) Area Navigation Plan view of area-navigation fix Measure ρ1, ρ2 (distances to DME stations V1, V2) Triangle P1V1V3 Position P1 Course Computation (6) Area Navigation RNAV uses combinations of VORs and DMEs to create artificial airways either by connecting waypoints defined by lat/long or by triangulation or tri-lateration to VORTAC stations(doted lines to A1) The on-board flight-management or navigation computer calculates the lateral displacement L from the artificial airway and the distance D to the next waypoint A1 along the airway Course Computation (7) Assume P1 based on prior nav. information Calculate Area Navigation: An artificial airway is defined by the points A1 and A2. D and L are found interatively: End ρ1, ρ2 using the range equation Correct the measures ranges for the altitudes of acft and DME station Subtract the measured & calculated ranges 1 1 (measured ) 1 (calculated ) 3 3 (measured ) 3 (calculated ) i Is small enough Estimate ρ1 along the vector k whose components along 1and 3 are 1and 3 i Is not small enough Digital Charts 1. 2. 3. Visual charts: Showing terrain, airports, some navaids and restricted areas. En-route instrument chart: Showing airways, navigation aids, intersections, restricted areas, and legal boundaries of controlled airspace. Approach plates, SIDs and STARs: Showing horizontal and vertical profile of pre-selected paths to and from the runway, beginning or ending at enroute fixes. High terrain and man-made obstacles are indicated. Missed approach to a holding fix are described visually Chapter Three Terrestrial Radio-Navigation Systems General Principles 1. Radio Transmission and Reception If an antenna with length of L is placed in space and excited with an alternating current with wave length of λ and; If L=λ /2 then almost all the applied AC power will be radiated into space Modular Transmitter Receiver Elementary radio-navigation system Processor Display of data bus interface Radio Frequencies Name Abbreviation Frequency Frequency Wave length VLF 3 to 30 kHz 100 to 10km Low LF 30 to 300 kHz 10 to 1km Medium MF 300 to 3000 kHz 1km to 100 m High HF 3 to 30 MHz 100 to 10m Very high VHF 30 to 300 MHz 10 to 1cm Ultrahigh UHF 300 to 3000 MHz 1m to 10cm Super high SHF 3 to 30 GHz 10 to 1cm Extremely high EHF 30 to 300 GHz 10 to 1mm Very low Free Space Rules (1) Regardless of frequency, the following rules apply in free space. 1. 2. The propagation speed of radio waves in a vacuum=speed of light (300k km/sec) The receiver energy is a function of the area of the receiving antenna. R=the range between antenna in the same units as for antenna area Receiver power Transmitte d power Receiver antenna area 4R 2 Free Space Rules (2) Multiple antennas may be used at both ends of the path to increase the effective antenna area. Increase in area produce an increase in directivity or gain and result in more of the transmitted power reaching the receiver. 3. gain(G) in the direction of maximum response=directivity(D) * efficiency Maximum effective aperture=effective area of an antenna= D / 4 A transmitter of power P & antenna gain G has effective radiated power (ERP) of PG along its axis of maximum gain AA Received power r2 2t Transmitte d power R Ar effective area of receiving antenna At effective area of transmitt ing antenna R range between antennas wavele nght (the speed of light/freq uency) Free Space Rules (3) 4. The minimum power that a receiver can detect is referred to as its sensitivity. Where unlimited amplification is possible, sensitivity is limited by the noise existing at the input of receiver. Noise types; 1. 2. External. Due to other unwanted transmitters, electrical-machinery interference, atmospheric noise Internal. Depending on the state of the art and approaching, as a lower limit, the thermal noise across the input impedance of the receiver Free Space Rules (4) 5. The minimum bandwidth occupied by the system is proportional to the information rate. 1. To assess the free-space range of a radio system, it is necessary to have at least the following facts: 1. 2. 3. 4. Transmitter power and antenna gain Receiver antenna gain and noise figure The effective bandwidth of the system The effect on the system performance of external or internal noise Free Space Rules (5) Required radio transmitter power of a radio system as a function of key system parameters It is assumed that the polarization of the transmitting & receiving antenna are the same P S 10 log T LP NF GT GR FN PN N REQ PT transm itter power (dB) PN noise power in receiver ( S / N ) REQ required signal - to - noise ratio in receiver NF receiver noise figure FN noise improvemen t factor due to modulation mehod and bandwidth spreading (e.g. frequency modulation ) GT trans mitter antenna gain GR receiver antenna gain LP propagatio n path antenna loss Free Space Rules (6) The radiation pattern from half-wave wires is a maximum along their perpendicular bisectors & a minimum along the axis of the wirethe equisignal pattern forming a “doughnut” Propagation & noise characteristics In free space, all radio waves, regardless of frequency, are propagated in straight lines at the speed of light. Along the surface of the earth: About 3 MHz appreciable amount of energy follows the curvature of the earth. Ground wave Up to about 30 MHz, appreciable energy is reflected from the ionosphere. Sky wave Ground Wave Normally received when listening to a standard AM broadcast transmitter Dependent on several factors: 1. 2. 3. Conductivity and dielectric constant of the earth At low frequencies, it is physically difficult to construct a vertical transmitting antenna large enough to be half a wavelength In most parts of the world & at most times of the years, atmospheric noise at low frequencies is so much greater than receiver noise that additional transmitter power must be used Ground Wave 4. 5. (continue from previous slide) A characteristic of ground waves is that their propagation velocity is not entirely constant At low frequencies they offer the only long-range radio communication means to vehicle that are not dependent on the ionosphere or airborne or satellite-borne relay station Sky Wave (1) Ionosphere: between 50 & 500 km above the earth’s surface, radiation from the sun produces a set of ionized layers Acts as a refractive medium; when the refractive index is high At A: the radio wave strikes the refractive layer at too steep angle and continues to space At B:the radio wave strikes at a oblique, is bent sufficiently and travels somewhat parallel to the earth At C: the wave arrives at the refractive layer with glancing incidence & immediately returns to earth At D: the refractive index is too low in relation Ionosphere to frequency to seriously deflect the radio wave. A B C D Travels on out to space& happens at F1 F2 F3 F4 frequencies above 30 MHz Transmitter Receiver Skip distance at F1 Sky Wave (2) Maximum usable frequency: maximum frequency that for a given distance & degree of ionization a signal returns to earth Skip distance: The distance that a given signals returns to earth If more than one ionizing layer are present, there may be various skip distances for the same frequency Sky wave vs. Ground wave At those frequencies and distances where ionospheric reflection occurs, the attenuation of the radio signals is only that due to the spreading out of the power over the surface of the earth and is, consequently, proportional to distance. Ground wave attenuation is very much greater, except at the lowest frequencies How the signal level produced at the receiver by the two types of transmitter is look like, at the frequencies around 1 MHz Distance from transmitter Line-of-Sight Waves (1) Above approximately 30 MHz, propagation follows the free-space laws. The transmission path is predictable, and the wavelengths are so short as to readily permit almost any desired antenna structure From approximately 100 MHz to 3 GHz, the transmission path is highly predictable and is unaffected by the time of the day, season, precipitation, or atmospherics. Above 3 GHz, absorption & scattering be precipitation & by the atmosphere begin to be noticed, and become limiting factors above 10 GHz Line-of-Sight Waves (2) A receiver, at a point in space, receives a direct ray from transmitter and a reflected ray from the ground Because of the short wavelength, the path difference is sufficient to cause addition or cancellation as the receiver moves up & down in elevation. Deep nulls, of vertically zero signal strength, are produced at those vertical angles at which the direct wave path & the reflected wave path differ by exactly an odd multiple of half-wavelength With counterpoise Without counterpoise Vertical reflection path Line-of-Sight Waves (3) Maxima of signal strength occur where the two path lengths produce in-phase signal The number of nulls per vertical degree of elevation increases with the height of the antenna & frequency Line-of-sight systems on the earth are subject to the limitations of the horizon Beyond the line of of sight, signal strength at these frequencies drops off almost as suddenly as does visible light when passing from day to night. Very large powers & antenna gains are needed and such systems don’t have much value in aircraft CNS systems Line-of-Sight Waves (4) Line-of-sight range Position determination methods Fig4.8 Common geometric position fixing scheme Direction finding (1) Ground-based direction-finders: Take bearings on airborne transmitter & then advise the acft of its bearing from the ground station. The operation is time cumbersome & time-consuming, and requires an airborne transmitter & communication link Airborne direction-finders & homing adaptors: Take bearings on ground transmitter and typically can afford only the simplest of systems and must tolerate large errors. Direction-finding continues to be used as a backup aid to more accurate systems Direction finding (2) Loop antenna Direction-Finder Principles: No longer in production but is principles still apply to the current generation of equipments Measures the differential distance to a transmitter from two or more known points Is a rectangular loop of wire whose inductance is resonated by a variable capacitor to the frequency to be received The signal is assumed to be vertically polarized & it induces voltage in the arms AB & CD Currents in AB&CD are equal in amplitude & phase when the plan of the loop is 90deg to the direction of arrival of the signal (null position) Physically rotating the loop to the null position indicates the direction to the transmitting station Loop Antenna Direction Finding Fig 4.9- Direction finding loop Airborne VHF/UHF DirectionFinder Systems VHF equipment used by Coast Guard for air-sea rescue on the 225 to 400 MHz communication band on the distress frequency of 343 MHz Equipment designed only for hominguse a fixed-antenna system that generates two sequentially switched cardioid patterns whose equisignal crossover direction is found by turning the acft toward transmitting station Equipment designed for both direction finding and hominguses a rotating antenna that generates a similar pair of cardioid patterns, whose equisignal crossover direction is found Civil-aviation communication118-156 MHz, Militaryaviation communication 225-400 MHz Non directional Beacons Aircraft use radio beacons to aid in finding the initial approach point of an instrument landing system as well as for nonprecision or precision approach systems Operating in the 200 to 1600 kHz, they have output power ranging from as low as 20 watts up to several kilowatts They are connected to a single vertical antenna & produce a vertical pattern Cone of silence Nondirectional beacon, vertical pattern Marker Beacons (1) Each beacon generates a fan-shaped pattern, the axis of the fan being at right angles to the airway Operate at 75 MHz & radiate a narrow pattern upward from the ground, with little horizontal strength, so that interference between marker beacons is negligible Fig 4.12 Fan-marker pattern Marker Beacons (2) Fig 4-13 Fan-marker pattern VHF Omnidirectional Range(VOR) (1) Adopted for voice communication & navigation The VOR operates in 108 to 118 MHz band, with channels spaced 100 kHz apart The ground station radiates a cardioids pattern that rotates at 30rps, generating a 30 Hz sine wave at the airborne receiver. Ground station also radiates an omnidirectional signal, which is frequency modulated with a fixed 30 Hz reference tone. There is no skywave contamination at very high frequency & no interference from stations beyond the horizon, performance is relatively consistent VHF Omnidirectional Range(VOR) (2) Transmitter Characteristics VOR adapted horizontal polarization, even though acft VHF communication uses vertical polarization. Each radiator in the ground station transmitter is an Alford loop. The Alford loop generates a horizontally polarized signal having the same field pattern as a vertical dipole Fig 4.14 Alford loop VOR Block Diagram Fig 4.15 VHF Omnidirectional Range(VOR) Receiver characteristics The airborne equipment comprises a horizontally polarized receiving antenna & a receiver. This receiver detects the 30 Hz amplitude modulation produced by the rotating pattern & compares it with the 30 Hz frequency-modulated reference. Fig 4.16 Doppler VOR Doppler VOR applies the principles of wide antenna aperture to the reduction of site error The solution used in US by FAA involves a 44-ft diameter circle of 52 Alford loops, together with a single Alfrod loop in the center Reference phaseThe central Alford loop radiates an omnidirectional continuous wave that is amplitude modulated at 30 Hz The circle of 52 Alford loops is fed by a capacitive commutator so as to simulate the rotation of a single antenna at a radius of 22ft Rotation is at 30rps, & a carrier frequency 9960 Hz higher than that in the centeral antenna is fed to the commutator With 44-ft diameter & a rotation speed of 30 rps, the peripheral speed is on the order of 1400 meters per second, or 480 wavelengths per second at VOR radio frequencies Distance-Measuring Equipment (DME) (1) DME is a internationally standard pulse-ranging system for acft, operating in the 960 to 1215 MHz band. In the US in 1996, there were over 4600 sets in use by scheduled airlines and about 90,000 sets by GA DME Operation Distance-Measuring Equipment (DME) (2) The acft interrogator transmits pulses on one of 126 frequencies, spaced 1 MHz apart, in the 1025 to 1150 MHz band. Paired pulses are used in order to reduce interference from other pulse systems. The ground beacon(transponder) receives these pulses & after a 50 sec fixed delay, retransmits them back to the acft. The airborne automatically compares the elapsed time between transmission and reception, subtracts out the fixed 50 sec delay, & displays the result ona meter calibrated in nautical miles. Hyperbolic Systems Named after the hyperbolic lines of position (LOP) that they produce rather than the circles Loran-C Omega Decca Chayka Measure the time-difference between the signal from two or more transmitting station Measure the phase-difference between the signal transmitted from pairs of stations Long-Range Navigation(Loran) A hyperbolic radio-navigation system beginning before outbreak of WW II 1. 2. 3. 4. Uses ground waves at low frequencies, thereby securing an operating range of over 1000 mi, independent of line of sight Uses pulse technique to avoid sky-wave contamination A hyperbolic systemit is not subject to the site errors of point-source systems Uses a form of cycle (phase) measurements to improve precision All modern systems are of the Loran-C variety Long-Range Navigation(LoranC) (1) Is a low-frequency radio-navigation aid operating in the radio spectrum of 90 to 110 kHz Consists of at least three transmitting stations in groups forming chains Using a Loran-C receiver, a user gets location information by measuring the very small difference in arrival times of the pulses for each Master -Secondary pair Each Master-Secondary pair measurement is a time difference. One time difference is a set of points that are, mathematically, a hyperbola. Therefore, position is the intersection of two hyperbolas. Knowing the exact location of the transmitters and the pulse spacing, it is possible to convert Loran time difference information into latitude and longitude Loran-C (2) Signal shape Position determination Loran-C (2) Omega (1) Eight VLF radio navigation transmitting stations trough out the world 1. 2. Sub-ionosphere Continuous-wave (CW) signals transmitted on four common frequencies, and One station unique frequency They are propagated between the earth’s surface and the ionosphere VLF signal attenuation is low Omega signals propagate to great ranges (typically 5000 to 15,000 nmi Primary interest to navigation users is the signal phase which provides a measure of transmitter-receiver distance Omega (2) Omega receiver provides an accuracy of 2 to 4 nmi 95% of the time for navigation purposes When a receiver utilizes Omega signal phase corrections transmitted from nearby monitor stationposition accuracy comes down to 500 meters Thus the resulting system has an accuracy that is comparable to the high-accuracy navigation aid Commonly used in oceanic civil airline configurations, combined with an inertial navigation system, so that the Omega system error effectively ‘bounds” the error of the inertial system Omega (3) Fig. 4.34 Omega station configuration Omega (4) Important features of omega signals 1. 2. 3. 4. Four common transmitted signal frequencies: 10.2, 11 1/3, 13.6, and 11.05 kHz One unique signal frequency for each station A separate interval of 0.2 sec between each of the eight transmissions Variable-length transmission periods Omega (5) Fig. 4.35 Omega system signal transmission format Omega (6) Position determination Fig 4.37 Hybrid geometry for phase-difference measurements Decca Developed by British and used during World War II. Based on the measurment of differential arrival time(at the vehicular receiver) of transmissions from two or more synchronized stations (typicaly 70 mi apart) i.e two stations (A,B) 10 mi apart and each radiating synchronized radio-frequency carries of 100 kHz Wave length=3000 m, ~2 mi On a line between the stations the movement of a vehicle D one mile from the other station will cause the vehicle to traverse one cycle of differential radio-frequency phase 10 places along the line AB where the signals from the twp stations will be in phase one As the vehicle moves laterally away from this line, isophase LOPs can be formed with the stations and BD-AD as a constatnt for each LOP Chayka A pulse-phase radio-navigation system similar to the Loran-C system Used in Russia and surrounding territories By using ground waves at low frequencies, the operating range is over 1000 mi; by using pulse techniques, sky-wave contamination can be avoided Designed to provide both a means of determining an accurate user position and source of high-accuracy time signals Chapter Four Satellite Radio Navigation Introduction (1) Since the 1960s, the use of satellites was established as an important means of navigation on earth Equipped acft receiving satellite transmitted signals can derive their 3D position and velocity. There are two main satellite navigation systems The U.S. Department of Defense’s NAVSTAR Global Positioning System (GPS) and The Russian Federation’s Global Orbiting Navigation Satellite System(GLONASS) Introduction (2) ICAO & RTCA have defined a more global system that includes these two systems , geostationary overlay satellite, along with any future satellite navigation systems The advantage of satellite navigation is that they provide an accurate all-weather worldwide navigation capability The major disadvantages are that they can be vulnerable to international or uninternational interference and temporary unavailability due to the signal masking or lack of visibility coverage System Configuration Consists of three segments Space segment Control segment User segment Space Segment The space segment is comprised of the satellite constellation made up of multiple satellites. The satellite provides the basic navigation frame of reference and transmit the radio signals from which the user can collect measurements required for his navigation solution Knowledge of the satellites’ position and time history (ephemeris and time) is also required for the user’s solutions. The satellite also transmit that information via data modulation of the signals •CDMA @ 1.2 to 1.5 GHz •LB and “P” “C” •Very accurate atomic clocks ~< nanosecond Control Segment Consists of three major elements Monitor stations that track the satellites’ transmitted signals & collect measurements similar to those that the user collect for their navigation A master control station that uses these measurements to determine & predict the satellites’ ephemeris & time history and subsequently to upload parameters that the satellite modulate on the transmitted signals Ground station antennas that perform the upload control of the satellite User Segment Is comprised of the receiving equipment and processors that perform the navigation solution These equipments come in a variety of forms and functions, depending upon the navigation application Basics of Satellite Radio Navigation (1) Different types of user equipments solve a basic set of equations for their solutions, using the ranging and/or range rate (or change in range) measurements as input to a leastsquares, or a Kalman filter algorithm. Fig 5.2 Ranging satellite radio-navigation solution Basics of Satellite Radio Navigation (2) The measurements are not range & range rate (or change in range), but quantities described as pseudorange & pseudorange rate (or change in pseudorange). This is because they consisits of errors, dominated by timing errors, that are part of the solution. For example, if only ranging type measurments are made, the actual measurement is of the form PRi Ri ct si ctu PRi PRi is the measured peseudorange from satellite i Ri is the geometric range to that satellite, t si is the clock error in satellite i, tu is the user’s clock error, c is the speed of light and PRi is the sum of various correctable or uncorrectable measurements error Basics of Satellite Radio Navigation (3) Neglecting for the moment the clock and other measurement errors, the range to satellite i is given as Ri X si X u Ysi Yu Z si Zu X si , Ysi andZ si are 2 2 2 the earth-centered, earth fixed (ECEF) position components of the satellite at the time of transmission and X u , Yu andZ u are the ECEF user position components at that time Atmospheric Effects on Satellite Communication Ionosphere: Shell of electrons and electrically charged atoms & molecules that surrounds the earth Stretching from 50km to more than 1000km Result of ultraviolet radiation from sun Free electrons affect the propagation of radio waves At frequency below about 30 MHz acts like a mirror bending the radio wave to the earth thereby allowing long distance communication At higher frequencies (satellite radio navigation) radio waves pass through the ionosphere NAVSTAR Global Positioning System GPS was conceived as a U.S. Department of Defense (DoD) multi-service program in 1973, bearing some resemblance to & consisting of the best elements of two predecessor development programs: The U.S. Navy’s TIMATION program The U.S. Air Force’s program GPS is a passive, survivable, continuous, space-based system that provides any suitably equipped user with highly accurate three-dimensional position, velocity, and time information anywhere on or near the earth Principles of GPS & System Operation GPS is basically a ranging system, although precise Doppler measurements are also available To provide accurate ranging measurements, which are time-ofarrival measurements, very accurate timing is required in the satellite. (t<3 nsec) GPS satellite contain redundant atomic frequency standards To provide continues 3D navigation solutions to dynamic users, a sufficient number of satellite are required to provide geometrically spaced simultaneous measurements. To provide those geometrically spaced simultaneous measurements on a worldwide continues basis, relatively highaltitude satellite orbits are required GPS System Configuration Fig 5.8 General System Characteristics The GPS satellites are in approximately 12 hour orbits(11 hours, 57 minutes, and 57.27 seconds) at an altitude of approximately 11,000 nmi The total number of satellite in the constellation has changed over the years ~24 Each satellite transmits signals at two frequencies at L-Band to permit ionosphere refraction corrections by properly equipped users System Accuracy GPS provides two positioning services, the Precise Positioning Service (PPS) & the Standard Positioning Service (SPS) The PPS can be denied to unauthorized users, but SPS is available free of charge to any user worldwide Users that are crypto capable are authorized to use crypto keys to always have access to the PPS. These users are normally military users, including NATO and other friendly countries. These keys allow the authorized user to acquire & track the encrypted precise (P) code on both frequencies & to correct for international degradation of the signal WAAS < 3 m horizontal < 7.5 m vertical GPS 15m The GPS segments Segments Input Space Control User Satellite commands Navigation messages PRN RF signals Telemetry Universal coordinated Time(UTC) PRN RF signals Navigation messages Function Provide atomic time scale Generate PRN RF signals Store & forward navigation message Estimate time & ephemeris Predict time & ephemeris Manage space assets Solve navigation equations Product PRN RF signals Navigation message Telemetry Navigation message Satellite commands Position, velocity, & time Wide Area Augmentation System(WAAS) Developed by the FAA in parallel with European Geostationary Navigation Overlay Service (EGNOS) & Japan MTSAT SatelliteBased Augmentation System A safety-critical system consisting of a signal-in-space & a ground network to support en-route through precision approach air navigation The WAAS augments GPS with three services all phases of flight down to category I precision approach 1. 2. 3. A ground integrity broadcast that will meet the Required Navigation Performance (RNP) Wide area differential GPS (WADGPS) corrections that will provide accuracy for GPS users so as to meet RNP accuracy requirements A ranging function that will provide additional availability & reliability that will help satisfy the RNP availability requirements WAAS Concept (1) Fig 5.34 WAAS Concept (2) Fig 5.35 Inmarsat-3 four ocean-region deployment showing 5deg elevation contours WAAS Concept (3) Uses geostationary satellite to broadcast the integrity & correction data to users for all of the GPS satellites visible to the WAAS network A slightly modified GPS avionics receiver can receive these broadcasts Since the codes will be synchronized to the WAAS network time, which is the reference time of the WADGPS corrections, the signals can also be used for ranging WAAS Concept (4) A sufficient number of GEOs provides enough augmentation to satisfy RNP availability & reliability requirements In the WAAS concept, a network of monitoring stations (wide area reference stations, WRSs) continuously track the GPS (&GEO) satellite & rely the tracking information to a central processing facility # Geo 2 minimum & 4 desired WAAS Concept (5) The central processing facility (wide area master station, WMS)m in turn, determines the health & WADGPS corrections for each signal in space & relays this information, via the broadcast messages, to the ground earth station (GESs) for uplink to the GEOs The WMS also determines & relays the GEO ephemeris & clock state messages to the GEOs Chapter Five Terrestrial Integrated Radio Communication-Navigation Systems Introduction (1) Since 1970s, same portion of the frequency spectrum & common technology has been use for communication & navigation Integrated relative & absolute communicationnavigation systems provide both digital communication & navigation functions using same wave form 1. Digital Communication Content of the digital 2. data & time of arrival of the message measured by receiver Navigation functions Introduction (2) Integrated relative & absolute communicationnavigation systems 1. 2. Decentralized (node-less): The operation is not dependent on any central site or node. Each user determines its own position Centralize: The operation is dependent on a central site (node) 3. Frequently it is desired to have the position of large number of users known & tracked at a central site (i.g. military/civil command & control system) Users may obtain their positions by automatic, periodic, or occasional requests from the central nodenodal system Hybrid: Contain both nodal and node-less systems Joint Tactical Information Distribution System Relative Navigation (JTIDS Rel Nav) Decentralized position location & navigation system Mostly military used Each user determines its position, velocity, and altitude from data received from other users ~900-~1200 MHz Spread spectrum Chapter Six Air-Data Systems Introduction (1) An air-data system consists of aerodynamic & thermodynamic sensor & associated electronics The sensors measure characteristics of the air surrounding the vehicle and convert this information into electrical signals that are subsequently processed to derive flight parameters including Calibrated airspeed,true airspeed, mach number, free-stream static pressure, pressure altitude Baro-corrected altitude, free-stream static pressure, pressure altitude, baro-corrected altitude, free-stream outside air temperature, air density, angle of attack, angle of sideslip Introduction (2) Measured information is used for flight displays, autopilots, weapon-system fire-control computation, and for the control of cabin-air pressurization systems Since 1990s, all computations & data management are digital & based on microprocessor technology. New avionics architectures are incorporating air-data functions into other subsystems such as inertial/GPS navigation units or are packaging the air-data transducers into the flight-control computers Each type pf acft has unique challenges, primarily in regard to the accuracy of measuring the basic aerodynamic phenomena Air-data Measurements (1) All of the air-data parameters that are relevant to flight performance are derived by sensing the pressure, temperatures, and flow direction surrounding the vehicle Because air is moving past the acft, the pressure at various places on the acft’s skin may be slightly higher or lower than free stream Airborne Sensors •Pressure •Temperature •Flow direction Air-data parameters relevant to flight performance Air-data Measurements (2) The probes deployed around the skin of acft, sample the static pressure (via static ports), total pressure (via the pitot tube), total temperature (via the temperature probe), and local flow direction (via the angle-of-attack & sideslip vanes) All of these sensing elements, except for the flush-mounted static port, are intrusive because they disturb the local airflow Air-data System Probes & vanes in acft body Typical nosemounted air-data boom with pressure probes & flowdirection vanes Air-data (1) Static pressure is the absolute pressure of the still air surrounding the acft. To obtain a sample of static air in a moving acft, a hole (static port) or series of holes are drilled in a plate on the side of the fuselage or on the side of the pilot tube probe which extends into the free air stream Total pressure refer to the pressure sensed in a tube that is open at the front & closed at the rear PT PS 1 / 2 V 2 f T m V /C C f (T , , ) Air-data (2) Outside air temperature, referred to as static air temperature and is required for the computation of true airspeed, air density (which is required for some types of firecontrol aiming solutions) Angle of attack is the angle, in the normally vertical plane of symmetry of the acft, at which the relative wind meets an arbitrary longitudinal datum line in the fuselage Chapter Seven Attitude and Heading References Introduction (1) Heading references is required for steering & navigation Simplegravity-leveled magnetic compass Elaborateinertial navigator Attitude references Simplevisible horizon Elaborateattitude reference instruments in poor weather An automatic pilot requires measurements of body rates & attitude Attitude & rate instruments stabilize other avionic sensors(I.e. doppler radar, navigation radars, weapon delivery systems) Introduction (2) Cockpit displays Inexpensive acftself-contained vertical & directional gyroscope that are viewed directly by the crew Complex acft attitude driven from remotely located sensors & are displayed on glass instruments Vertical situation driven by the level-axis outputs of an inertial navigator Complex acft usually carry at least one set of selfcontained vertical & directional gyroscopes for emergencies Electronic display Fig 9.1 a,b Basic Instruments Gyroscope A spinning wheel(source of angular momentum) that will retain its direction in inertial space in the absence of applied torques section 7.3.4. Gravity Sensors Simple pendulums with electromagnetic pickoffs Vertical References (1) Basic reference is the earth’s gravitational field that stationary platformcan be sensed with great accuracy by a simple pendulum, spirit level, or accelerometer Moving platformall the devises indicate the vector sum of vehicle acceleration & local gravity. δ=angle between the true & apparent vertical is tan aH g aV aH , aV : horizontal , vertical accelerati on of acft g : accelarati on due to gravity (32.2 ft/sec 2 ) Vertical References (2) Geometry of vertical determination Heading References The best heading references are inertial navigators Less expensive, smaller, & less accurate heading references are Those that depend on the earth’s magnetic field”magnetic compass” Those that depend on the use of gyroscope to retain a preset azimuth”directional gyroscope” Those that use sub-inertial gyroscopes to maintain a three-axis reference Chapter Eight Doppler and Altimeter Radars Doppler Radars (Functions & Applications) The primary function is to continuously determine the velocity vector of an acft with respect to the ground Doppler Radars (Advantages) Advantages over other methods of velocity measurements Velocity is measured with respect to the earth’s surface. Unlike; Air data systemwith respect to the air mass Terrestrial radio navigation systemmeasurements are based on differencing of successive position measurements Self-contained; it requires no ground-based stations or satellite transmitters Extremely small airborne transmitter power requirements Doppler Radars (Advantages) Narrow radar beams pointed toward the ground at steep anglelow detect ability All-weather system Operates over both land terrain & water Extremely accurate average velocity information No required international agreement No required pre-flight alignment & warmup Doppler Radars (Disadvantages) Requires an external airborne source of heading information (I.e. gyro-magnetic compass, attitudeheading reference for autonomous dead-reckoning navigation Requires either internal or external vertical reference for conversion of velocity info to earth referenced Position info derived from Short term velocity info is not as accurate as the average velocity For over-water operation, accuracy is degraded due to backscattering characteristics Functionalities Fig 10.1 Doppler navigation system Principles & Design Approach Doppler effect: change (Doppler shift) in observed frequency when there is relative motion between a transmitter & a receiver If the value of λ is known & v is measured, the relative velocity can be calculated If the relative velocity is much smaller than speed of light: VR f VR v c v Doppler shift f frequency of the transmiss ion c speed of light VR relative velocity between tr ansmitter & receiver c f waveleng th of transmiss ion Doppler Radar Beam Geometry Basic Doppler Radar beam geometry VR 2V cos 2Vb or 2Vf 2V cos cos c angle between th e velocity vector V and v the beam centeroid b unit vecto r along the beam centroid •Also used for ground proximity warning system. • Combine with GPS digital terrain database for enhanced ground proximity monitoring Three beam Doppler Radar To measure all three orthogonal components of velocity Three-beam lambda Doppler radar configuration The Doppler Spectrum Fig 10.6 Chapter Nine Mapping & Multimode Radars Introduction Developed in World War II for bombing through clouds at night Perform two navigation functions Permitted acft to find its way over enemy terrain, without ground navigation aids or sight of the ground Provide precise navigation during the bombing run by use of cursors set on the target point in a display Chapter Ten Landing Systems Introduction Every successful flight culminates in a landing. Although the majority of landings are conducted solely with visual cues, acft must frequently land in weather that requires electronic assistance to the pilot or the autopilot On the vicinity of the destination the acft begins its decent & intercepts the projected runway center line, then makes a final approach & landing with position errors of a few feet in each axis at touchdown The catastrophic accidents occur during these flights phases of which two-thirds are attributed to errors made by the flight crew Low-Visibility Operations (1) Considerable interference to civil & military operations result due to reduced visibility in terminal areas i.e the visibility at London’s Gatwick Airport requires Category II operational capabilities for 115 hours per year & Category III capabilities for 73 hours per year during primary operating hours Low-Visibility Operations (2) While the successful landing of acft depends on many factors other than ceiling & visibility, such as crosswinds & storm activity, the term all-weather operations often refers only to operations in condition of reduced visibility Instrument meteorological conditions (IMC) are times in which visibility is restricted to various degrees defined by regulations in certain countries Acft operating in IMC are supposed to fly under Instrument Flight Rules also defined by regulations During a landing, the decision height (DH) is the height above the runway at which the landing must be aborted if the runway is not in sight. The better the electronic aids, the lower is the DH Visibility Categories (by ICAO) (1) Category I Decision height not lower than 200 ft; visibility not less than 2600 ft, or Runway Visual Range (RVR) not less than 1800 ft with appropriate runway lighting. The pilot must have visual reference to the runway at the 200ft DH above the runway or abort the landing. Acft require ILS and marker-beacon receiver beyond other requirements for flights under IFR. Category I approaches are performed routinely by pilots with instrument ratings Visibility Categories (by ICAO) (2) Category II DH not lower than 100 ft & RVR not less than 1200 ft (350m) The pilot must see the runway above the DH or abort the landing Additional equipment that acft must carry include dual ILS receivers, either a radar altimeter or an inner-marker receiver to measure the DH, an autopilot coupler or dual flight directors, two pilots, rain-removal equipment (wipers or chemicals), and missed-approach attitude guidance. An auto-throttle system also may be required Visibility Categories (by ICAO) (3) Category III subdivided into IIIA. DH lower than 100 ft and RVR not less than 700 ft (200m)-sometimes called see to land: it requires a fail-passive autopilot or a head-up display IIIB. DH low than 50 ft & RVR not less than 150 ft (50m)-sometimes called see to taxi; it requires a fail-operational autopilot & an automatic rollout to taxing speed IIIC. Zero visibility. No DH or RVR limits. It has not been approved anywhere in the world Decision Height Acfts are certified for decision heights, as are crews When a crew lands an acft at an airport, the highest of the three DHs applies. An abort at the DH is based on visibility Alert height is the altitude below which landing may continue in case of equipment failure Typical Alert height is 100 ft Standard lighting Pattern Airports at which Category II landings are permitted must be equipped with the standard lighting pattern Category III runway configuration The Mechanics of Landing (1) 1. The approach Day & night landings are permitted under visual flight rules (VFR) when the ceiling exceeds 1000 ft & the horizontal visibility exceeds 3 mi, as juged by the airport control tower In deteriorated weather, operations must be conducted ubder Instrument Flight Rules (IFR) An IFR approach is procedure is either non-precision (lateral guidance only) or precision (both lateral & vertical guidance signals) Category I, II, and III operations are precision-approach procedures The Mechanics of Landing (2) An afct landing under IFR must transition from cruising flight to the final approach along the extended runway center line by using the standard approach procedures published for each airport Approach altitudes are measured barometrically, and the transition flight path is defined by initial & final approach fixes (IAF & FAF) using VOR, VOR/DME Radar vectors may be given to the crew by approach control The Mechanics of Landing (3) From approximately 1500 ft above runway, a precision approach is guided by radio beams generated by ILS. Large acft maintain a speed of 100 to 150 knots during descent along the glide path beginning at the FAF (outer marker) The glide-path angle is set by obstacle-clearance and noise-abatement considerations with 3 deg as the international civil standard The sink rate is 6 to 16 ft/sec, depending on the acft’s speed & on headwinds The Mechanics of Landing (4) The ICAO standard: glide path will cross the runway threshold at a height between 50 & 60 ft. Thus, the projected glide path intercepts the runway surface about 1000 ft from the threshold. Fig 13.3 Wheel path for instrument landing of a jet acft The Mechanics of Landing (5) 2. The flare Maneuver Land-based acft are not designed to touch down routinely at the 6 to 16 ft/sec sink rate that exits along the glide path. Thus a flare maneuver must be executed to reduce the decent rate to less than 3 ft/sec at touchdown During the approach, the angle of attack is maintained at a value that causes a lift force equal to the acft’s weight, & the speed is adjusted for a specified stall margin, typically 1.3 times the stall speed plus a margin based on reported wind speed & shear The Mechanics of Landing (Decrab Maneuver) The Decrab Maneuver & Touchdown In a crosswind Vcw, an acft will approach with a cab angle b such that its ground-speed vector lies along the runway’s centerline. At an approach airspeed Va & a headwind Vhw, 1. sin b Vcw /(Va Vhw ) b is usually less than 5 deg & is always less than 15 deg After the decarb, the wind causes the acft to begin drifting across the runway. The Decrab Maneuver & Touchdown Table 13.2 The Mechanics of Landing (Rollout & Taxi) (1) 3. Rollout & Taxi Approximately 600ft after main-gera touchdown, a large jet acft lowers its noise wheel & subsequently behaves like a ground vehicle Some methods for guiding acft on taxiways 1. 2. 3. Measuring runway stopping-distance by DME Guide the acft along a specific taxi route by taxiway lights Surface radars that aid in avoiding taxiway & runway-incursion accidents The Mechanics of Landing (Rollout & Taxi) (2) 4. 5. 6. Transponder-based systems Radio broadcast of on-board derived position & velocity Milliwatt marker-beacon transmitter placed at all runway thresholds would give a visual & audible alarm on the flight deck of any acft that taxied onto an active runway Automatic Landing Systems (1) Air carrier acft that are authorized for precision-approach below category II must have automatic landing (auto-land) system. Guidance & control requirements by FAA 1. For category II: the coupled autopilot or crew hold the acft within the vertical error of +or- 12 ft at the 100ft height on a 3deg glide path For category III: the demonstrated touchdown dispersions should be limited to 1500ft longtudinally & -or+ 27ft laterally Automatic Landing Systems (2) Flare Guidance 2. During the final approach the glide-slope gain in the auto-land system is reduced in a programmed fashion. Supplementary sensors must supply the vertical guidance below 100ft Lateral Guidance 3. Tracking of the localizer is aided by heading (or integral-of-roll), roll, or roll-rate signals supplied to the autopilot and by rate & acceleration data from on-board inertial system Instrument Landing System(ILS) (1) Is a collection of radio transmitting stations used to guide acft to a specific runway. In 1996 nearly 100 airports worldwide had at least one runway certified to Category III with ILS More than one ILS in high density airports About 1500 ILSs are in use at airports throughout the US Instrument Landing System(ILS) (2) ILS typically includes: The localizer antenna is centered on the runway beyond the stop end to provide lateral guidance The glide slope antenna, located beside the runway near the threshold to provide vertical guidance Marker beacons located at discrete positions along the approach path; to alert pilots of their progress along the glide-path Radiation monitors that, in case of ILS failure alarm the control tower, may shut-down a Category I or II ILS, or switch a Category III ILS to backup transmitters ILS Guidance Signals (1) The localizer, glide slope, and marker beacons radiate continues wave, horizontally polarized, radio frequency, energy The frequency bands of operation are Localizer, 40 channels from 108-112 MHz Glide slop, 40 channels from 329-335 MHz Marker beacons, all on a signal frequency of 75 MHz ILS Guidance Signals (2) The localizer establishes a radiation pattern in space that provides a deviation signal in the acft when it is displaced laterally from the vertical plane containing the runway centerline The deviation signal drives the left-right needle of the pilot’s cross-pointer display & may be wired to the autopilot/flight-control system for coupled approaches The deviation signal is proportional to azimuth angle usually out to 5 deg or more either side of the center line ILS Guidance Signals (3) Fig13.4 Sum & difference radiation patterns for the course (CRS) & clearance (CLR) signals of a directional localizer array The Localizer (1) The typical localizer is an array usually located 600 to 1000 ft beyond the stop end antenna of the runway The array axis is perpendicular to the runway center line Log-periodic dipole antenna used in many localizer arrays The Localizer (2) Fig13.7 Category IIIB localizer The Glide Slope (1) There are five different of glide-slope arrays in common use; three are image systems & two are not Image arrays depend on reflections from level ground in the direction of approaching acft to form the radiation pattern The three image systems are null-referenced system, with two antennas supported on a vertical mast 14 & 28 ft above the ground plane The sideband-reference system, with two antennas 7 and 22ft above the ground plane The capture-effect system, with 3 antennas 14, 28, and 42 ft above the ground plane The Glide Slope(2) Fig 13.8 Category IIIB capture-effect glideslope & Tasker transmissometer The Glide Slope (3) Fig 13.9 Glide-slope pattern near the runway. DDM counters are symmetrical around the vertical, but signal strength drops rapidly off course The Glide Slope (4) The cable radiators of the end-fire array are installed on stands 40 in. high & are site alongside the runway near desired touchdown point Fig 13.10 Fig 13.11 Standard end-fire glide-slope system layout Front slotted-cable radiator of an end-fire glide slope ILS Marker Beacons (1) Marker beacons provide pilot alerts along the approach path Each beacon radiates a fan-shaped vertical beam that is approximately +or- 40deg wide along the glide path by +-85deg wide perpendicular to the path The outer marker(OM) is placed under the approach course near the point of glide-path intercept & it is modulated with two 400 Hz Morse-code dashed per second ILS Marker Beacons (2) The middle marker(MM) is placed near the point where missed-approach decision would need to be made for Category I. MM is modulated with one 1300 Hz dash-dot pair second The inner marker (IM) may be required at runway certified for Category II & III operations & is placed near the point where the glide path is 100ft above the runway. IM has six dots per second at 3000 Hz Because of the real state problems the use of marker beacons is decreasing The increase use of DME & ILS has diminished the pilot’s dependence on the markers Receivers Filter the detector separate the 90 & 150 Hz tones which in the most basic circuit, are rectified & feed to a dc micrometer ILS Limitations (1) Major limitation is its sensitivity to the environment At ILS frequencies, the very narrow beam widths, necessary to avoid significant illumination of the environment surrounding the approach course, require array structure which are too large to be practical Accuracy degradations (beam bends) due to reflections from buildings, terrain, airborne acft, taxiing acft, and ground vehicles ILS Limitations (2) Fig 13.12 Formation of bends in the glide path Microwave-Landing System (MLS) (1) Developed by U.S. military services to address the ILS limitations Designs were sought that retained the desirable features of the ILS while mitigating its weaknesses Same runway-residence of ILS because as the landing acft approaches the runway, linear offset(due to the errors in the angular guidance) continually decreases, while the signal-to-noise ratio generally increases. Thus, in the most demanding phase of the flight close to the ground, the positional accuracy is constantly improving & the noise content is generally decreasing freq~ 5MHz Microwave-Landing System (MLS) (2) ILS sensitivity to environment is eliminated by narrow beam-width antennas that are physically small at microwave frequencies The lack of available channels, which limits multiple ILS deployments in metro areas, would no longer be a problem Microwave-Landing System (MLS) (3) Never fully developed Being replaced by WAAS and GPS Satellite Landing Systems (1) Before GPS become operational efforts had been underway to use it for approach & landing An operational concept called Special Category I Precision Approach Operations Using DGPS, based on the differential GPS (DGPS) technique, was developed, tested, and certified for specific airports The test results have been very promising Satellite Landing Systems (2) Augmentation Concepts The basic GPS, without differential correction, cannot be used for precision approach & landing operations because; 1. 2. 3. Accuracy: The nominal error is +- 15m, compared with requirements (+-1.3m to +-8m for different Cats) Integrity: The GPS design lacks a monitoring system which can provide timely warning of guidance-data faults within 10sec for Cat I, or less than 2sec for Cat III Availability: The number of satellite in view in certain time periods may not be adequate GPS has been improved but still not operable for landing systems Future Trends (1) Pilot aids Use several technologies to reduce pilot work load during approach & landing improve the pilot’s ability to monitor an automatic landing Future Trends (2) Satellite landing aids Solution to provide low-cost, non-precision & near Cat I procedures at low-density airports Airport surface navigation Spread the use of differential satellitebased systems for guidance & surveillance of rollout, taxi & departure operations under low-visibility conditions Accuracy Allocation Fig 13.1 Chapter Eleven Data Links Automatic Dependent Surveillance - Broadcast (ADS-B) A technology designed to address both airspace and ground-based movement needs. Collaborative decision making is possible through ADS-B surveillance information available to both ATC and aircrews. ADS-B combined with predictable, repeatable flight paths allow for increased airspace efficiencies in high density terminal areas or when weather conditions preclude visual operations. Additionally, ADS-B allow for enhanced ground movement management (aircraft and vehicles) and improved airside safety ADS-B