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Plotting
General Navigation · Chapter 24

Plotting

Plotting language and chart preparation

13 min read
Written fromR.K. Bali, Air Navigation ch 13, plotting practiceOxford ATPL Book 10, chapter 28

A plot turns observations into a timed picture of the flight. Its value depends on a common datum, standard symbols, clear labels and lines fine enough to preserve the accuracy of the observation.

Introduction

Plotting is used when the crew combines heading, time, radio bearings, ranges and fixes on a navigation chart. The plot may be made on a Mercator, Lambert conformal or polar stereographic chart. The chart projection decides how tracks and bearings are laid down, but the basic position-line logic is the same.

Equipment

  • A navigational straight-edge and a square plotting protractor.
  • Dividers or compasses for transferring distances and drawing DME arcs.
  • A sharp 2H pencil for construction lines, an HB pencil for labels and a soft eraser.
  • A current plotting or radio-navigation chart with readable latitude, longitude, variation and scale information.

Definitions, Abbreviations, Symbols

TermMeaning on the plot
HeadingThe direction of the aircraft nose, written Hdg(T), Hdg(M) or Hdg(C) according to the datum
TrackThe direction of the aircraft path over the Earth
DR positionA calculated position advanced from an earlier position using heading, speed, wind and time
Air positionWhere the aircraft would be after the air vector alone, before the wind vector is added
FixA ground position obtained from two or more simultaneous visual, radio or radar position lines, or directly by radar or GNSS
PinpointA ground position identified by map reading
Position lineA line somewhere along which the aircraft is known to be at a stated time
Track made goodThe measured ground track joining two fixes when one heading was flown between them

True or Magnetic?

Plotting normally uses true north. Convert a magnetic heading or bearing to true with the correct variation before plotting against a meridian. Convert a compass heading through deviation and variation. A magnetic VOR radial may be plotted directly only when it is accurately aligned with the chart's magnetic datum.

Symbols and labels

ItemStandard plotting practice
Position lineDraw a fine line with arrowheads and write the four-figure UTC time along it
Two-line fixMark the intersection and label the common UTC time
Radar fixUse a clearly marked point and write the UTC time beside it
DR positionMark the calculated position distinctly and label time so it cannot be mistaken for a fix
Air positionMark the end of the air vector and label the associated time or interval
Heading and trackWrite three figures and add T, M or C; add arrowheads to show direction
Indian chartworkUse the current AAI or DGCA chart information for scale, controlled airspace and isogonals. A plotted radio bearing must use the variation at the place where that bearing was measured.

Position lines and fixes

12 min read
Written fromR.K. Bali, Air Navigation ch 13, fixes and position linesOxford ATPL Book 10, fixing position

Every observation must first be translated into the geometric line or circle that contains the aircraft. A fix appears only when independent observations locate a common point at a common time.

Fixing Position

A visual line feature, radio bearing or radar bearing gives a straight position line. DME gives a circular position line centred on the facility. Two independent position lines obtained simultaneously give a fix at their intersection. Three lines usually form a small triangle because each observation contains some error.

ObservationWhat is plottedMain caution
Visual line featureThe line in its charted position and directionIt confirms only that the aircraft is somewhere on the line
Ground-station bearingA true bearing from the stationUse station variation if converting the reported magnetic bearing
Aircraft bearingThe reciprocal true bearing from the observed objectUse aircraft variation and heading before taking the reciprocal
DMEAn arc at the indicated or corrected plan rangeTwo circles give two possible intersections
Radar or GNSSA direct point fixConfirm time, datum and identification

Geometry and reliability

Position lines should cross at a strong cut. An angle near 90 degrees gives the clearest intersection. A very acute cut magnifies a small bearing error into a large position error. Choose aids whose lines cross between about 60 and 90 degrees when possible.

One time, one fixLines observed at different times do not produce a simultaneous fix until an earlier line has been transferred to the later time.

Track Made Good

When one heading has been maintained between two timed fixes, the straight line joining them is the track made good. Measure its direction against the correct chart datum and its distance with the local scale.

Measured groundspeedGroundspeed equals distance between fixes multiplied by 60, divided by elapsed minutes.

Two fixes at 1700 and 1730 are 100 NM apart. The elapsed time is 30 minutes, so groundspeed = 100 x 60 / 30 = 200 kt.

Interactive Bearing position line from a station
QTE to plot045 T
Reciprocal225 T
The ray is drawn from the station on the reported true bearing. The aircraft is somewhere along that ray at the observation time.

Bearings measured by a ground station

12 min read
Written fromR.K. Bali, Air Navigation ch 13, VOR position linesOxford ATPL Book 10, ground-station bearings

VDF and VOR information is referenced at the ground station. That decides which local variation converts the magnetic bearing to the true bearing needed on the chart.

Bearings Measured by a Ground Station

CodeDirectionPlotting meaning
QTETrue bearing from station to aircraftPlot directly from the station against true north
QDRMagnetic bearing from station to aircraftVOR radial; convert with variation at the station unless plotting from an accurate magnetic datum
QDMMagnetic track from aircraft to stationTake the reciprocal to obtain the magnetic radial from the station
VOR QDMMagnetic track to the VORReciprocate to obtain the radial before plotting from the facility

VDF conversion example

A station measures QTE 140 T. The station variation is 10 degrees west. The corresponding QDR is 150 M. Its reciprocal QDM is 330 M. The station variation is used because the direction was measured at the station.

Ground-measured ruleFor VDF or VOR, apply variation at the ground station, then plot the true bearing from that station.

Plotting of VOR Bearings

  1. Identify whether the information is a QDR radial or a QDM to the station.
  2. If it is QDM, take the reciprocal to obtain the radial.
  3. Use the chart's magnetic north reference when it is adequate, or convert the radial to true with variation at the VOR.
  4. Place the protractor centre exactly on the VOR and draw the radial in the FROM direction.
  5. Label the line with the observation time and datum.

Plotting QDMs and QDRs

When a VOR defines several published airway radials, those radials provide a strong magnetic alignment for the protractor. Otherwise construct magnetic north from the nearest true meridian and the station variation. A short printed magnetic arrow is less accurate than a longer constructed datum.

Do not use aircraft variationA VOR radial is created with the station's magnetic reference. The receiver displays the encoded bearing; it does not measure the direction at the aircraft.

Bearings measured by the aircraft

14 min read
Written fromR.K. Bali, Air Navigation ch 13, NDB and ADF plottingOxford ATPL Book 10, airborne bearings

ADF and airborne weather radar measure direction at the aircraft. Convert the cockpit indication to a true bearing TO the object, then reciprocate it to draw a line FROM the object.

Bearings Measured by Aircraft: ADF or Airborne Weather Radar

An RBI displays relative bearing clockwise from the aircraft nose. An RMI combines the bearing with slaved magnetic heading and normally displays magnetic bearing to the station. Airborne weather radar in map mode gives range and relative bearing to a ground response.

Relative Bearing

Relative-bearing conversionTrue bearing TO the object equals true heading plus relative bearing, reduced to the range 000 to 359 degrees. The bearing plotted FROM the object is the reciprocal.
  1. Convert the aircraft magnetic or compass heading to true using variation at the aircraft and deviation when required.
  2. Add relative bearing to true heading to obtain true bearing TO the station or radar response.
  3. Subtract 360 degrees if the sum exceeds 359 degrees.
  4. Take the reciprocal to obtain the true bearing FROM the object.

Converting a Relative Bearing into a True Bearing

An aircraft heading is 315 M, aircraft variation is 9 degrees west, and an NDB is observed at relative bearing 207. True heading is 306 T. Adding the relative bearing gives 513 degrees, or 153 T TO the NDB. The reciprocal position line plotted FROM the NDB is 333 T.

Magnetic Bearing

If an RMI shows magnetic bearing to the NDB, convert that indication to true with variation at the aircraft, then take the reciprocal for the line from the NDB. Do not use variation at the NDB because the bearing was measured by the aircraft system.

AWR

Add the radar response's relative bearing to true heading, then take the reciprocal and plot from the charted response. Confirm that the selected response is a unique coastline, headland or island. Range gives a second position line, so one radar response can provide both a bearing and a distance fix.

Where was it measured?Ground-measured VOR or VDF uses station variation. Aircraft-measured ADF or AWR uses aircraft variation.

DME position lines and range fixes

12 min read
Written fromR.K. Bali, Air Navigation ch 13, DME plottingOxford ATPL Book 10, DME position lines

DME supplies distance rather than direction. On the chart it becomes a circle, or the relevant arc of a circle, centred on the DME facility.

Distance Measuring Equipment

DME indicates slant range from the aircraft to the facility. For exact chart plotting, convert it to horizontal plan range when altitude difference is known. Beyond about 10 NM the difference is normally small unless the aircraft is high.

Plan-range correctionPlan range equals the square root of slant range squared minus vertical separation in nautical miles squared.

At 6000 ft above the station, vertical separation is about 1 NM. If slant range is 10 NM, plan range is the square root of 100 minus 1, or 9.95 NM. At short range and large height difference the correction matters much more.

Plotting one DME arc

  1. Find the facility and confirm its identity.
  2. Use the chart's local latitude scale to set the range on dividers.
  3. Place the divider point at the DME and draw only the useful arc.
  4. Write the range and four-figure UTC time against the arc.

VOR and DME fix

A VOR radial and a co-located DME arc give a direct fix where the radial meets the arc. Confirm that a QDM has been reciprocated before using it as the radial. A VORTAC is treated as co-located VOR and DME for this plotting purpose.

Two-DME ambiguity

Two DME circles normally intersect at two points. Choose the correct intersection from the approximate DR position, the aircraft heading and whether each range is increasing or decreasing. A third line removes the ambiguity.

ClueHow it resolves the fix
DR positionSelect the intersection consistent with the recent track and elapsed time
HeadingReject an intersection that would put the aircraft moving in an impossible direction
Range trendChoose the point where the geometry makes the stated DME ranges increase or decrease
Third position lineUse its intersection to select one of the two circle crossings
Scale locallyOn a Lambert or polar chart, take DME distance from the latitude scale close to the plotted arc, not from a remote part of the chart.

Transferring a position line and the running fix

14 min read
Written fromR.K. Bali, Air Navigation ch 13, non-simultaneous fixesOxford ATPL Book 10, fixing position

A running fix combines observations made at different times. The earlier line is moved by the aircraft's estimated ground movement so both lines refer to the later time.

Transferring a position line

  1. Plot the first position line and label its time.
  2. Calculate distance moved between observations from estimated groundspeed and elapsed time.
  3. Transfer every point of the earlier line parallel to itself in the direction of estimated track by that distance.
  4. Label the transferred line with both its original time and the time to which it was transferred.
  5. Intersect it with the later position line to obtain the running fix at the later time.
Transfer distanceDistance transferred equals estimated groundspeed multiplied by elapsed minutes, divided by 60.

At 120 kt, 10 minutes represents 120 x 10 / 60 = 20 NM. Move the first line 20 NM parallel to estimated track before intersecting it with the second line.

Interactive Running-fix construction
Elapsed time10 min
Transfer distance20 NM
The blue line is the first observation. Its amber copy moves parallel to the estimated track and meets the later green line at the running fix.

Accuracy of a running fix

The result depends on the first observation, the second observation and the estimated movement between them. Heading changes, wind changes, inaccurate groundspeed or a long time interval increase error. A running fix is not as strong as two simultaneous lines of equal quality.

Move the line, not the aircraft markThe entire earlier position line is transferred parallel to itself. Simply moving one guessed point on the line does not construct a running fix.

The cocked hat and most probable position

12 min read
Written fromR.K. Bali, Air Navigation ch 13, three-line fixOxford ATPL Book 10, the cocked hat

Three imperfect position lines seldom meet at one point. Their three intersections form a triangle called a cocked hat, and its size and shape reveal the internal agreement of the observations.

The Cocked Hat

For three lines of similar reliability, take the most probable position near the centre determined by the triangle's angle bisectors. A small, well-shaped triangle suggests close agreement. A large or elongated triangle warns that at least one observation or correction may be poor.

Interactive Three position lines form a cocked hat
Third-line offset0 units
Agreementbalanced triangle
Move the third line and watch the triangle change. The amber point is a central estimate when all three observations have comparable accuracy.

Most probable position

SituationUse of the cocked hat
Lines of similar accuracyUse a central point based on the angle bisectors
One line clearly more reliableWeight the estimate towards that line and recheck the weakest observation
Large triangleTreat the position as uncertain and obtain another independent observation
Known systematic errorCorrect or reject the affected line; the true position is not guaranteed to lie inside the triangle

Error clues

A constant compass or variation error can shift several bearing lines in the same sense. An identification error may produce a grossly misplaced line. Poor cutting angles stretch the cocked hat. Compare the plotted result with the DR position, timing and range trends before accepting it.

Size is a warning, not a guaranteeA small cocked hat shows that the lines agree with one another. It does not prove that every observation is free from the same systematic error.

Track plot, air plot and wind velocity

13 min read
Written fromR.K. Bali, Air Navigation ch 13, navigation recordsOxford ATPL Book 10, track made good

A ground plot shows what the aircraft actually did over the Earth. An air plot shows what heading and true airspeed would have produced in still air. Their difference over the same time interval is the wind displacement.

The track plot

Join successive timed ground fixes. The direction of the joining line is track made good, and its length divided by elapsed time gives groundspeed. Label each fix with UTC and each segment with the measured track and groundspeed.

The air plot

From the first ground fix, draw the air vector in the true-heading direction. Its length equals TAS multiplied by elapsed time. The end is the air position for the later time. Use mean heading and TAS when either changed during the interval.

Finding wind velocity from a plot

Wind displacementThe vector from air position to simultaneous ground position is the wind displacement. Divide its distance by elapsed time to obtain wind speed, and reverse its direction to state wind FROM.

Over one hour, an aircraft heads 090 T at TAS 180 kt and makes good 090 T at GS 220 kt. The air position is 180 NM east of the start and the ground position is 220 NM east. The 40 NM vector from air position to ground position shows wind 270 T at 40 kt.

Interactive Air plot plus wind gives ground plot
Wind270 T / 40 kt
Resulting track and GS090 T / 220 kt
The blue air vector is fixed at 090 T and 180 kt for one hour. The amber wind vector moves the air position to the green ground position.

Standard time and direction labels

Use four-figure UTC at fixes and on position lines. Write directions as three figures with T, M or C. Show arrowheads on tracks and vectors. A transferred line carries its original time and the time to which it was transferred.

Lambert and polar plotting practice

14 min read
Written fromOxford ATPL Book 10, Lambert and polar plottingR.K. Bali, Air Navigation ch 13, chart plotting

On convergent charts, nearby meridians are not parallel. A radio bearing follows a great-circle path, so the location at which the bearing was measured controls the plotting datum.

Lambert and Polar Stereo Charts: Effects of Convergence

A straight line on a Lambert chart, or on a polar stereographic chart at high latitude, is treated as a great circle for practical plotting. For a route between two positions, measure the straight-line direction at the mid-meridian when a mean rhumb-line track is required. Plot a known heading or track from the nearest meridian to its starting position.

Measuring Tracks

Join the two positions with a fine straight line. On a Lambert or polar chart, measure the line against the meridian at the position where the required track applies. For a mean route track, use the mid-meridian.

Plotting Headings and Tracks

Lay a known heading or track down from the nearest meridian to its starting position. Record the direction in three figures and state whether it is true, magnetic or compass.

Plotting Positions

  1. Mark the required longitude on the longitude scales north and south of the position.
  2. Join those two marks with a straight-edge to create the local meridian.
  3. Use dividers to measure latitude up or down that local meridian from the nearest parallel.
  4. Mark the position lightly, check its hemisphere and label it.

Measuring Distances

Where chart scale varies, measure distance with the latitude scale local to the route or position. Do not use longitude graduations as a distance scale.

Plotting on a Lambert Chart

For bearings measured at a ground station, correct with station variation and plot the true bearing from that station. For a bearing measured at the aircraft, draw a line through the ground object parallel to the aircraft's meridian and measure the reciprocal true bearing from this false meridian. This automatically allows for chart convergence.

Plotting of ADF Bearings

When the aircraft and NDB meridians are visibly non-parallel, construct a false meridian through the NDB parallel to the aircraft meridian. Plot the reciprocal true ADF bearing from that false meridian. Over a very small change of longitude the convergence difference may be negligible, but the parallel-meridian construction is the dependable method.

Lambert ADF exampleHeading 330 T plus relative bearing 090 gives 060 T TO the NDB. Plot the reciprocal 240 T FROM a line through the NDB parallel to the aircraft meridian. If plotting from the NDB meridian and chart convergence is 3 degrees in this geometry, use 243 T.

Climb and Descent

A vertical-profile plotting problem makes vertical time equal horizontal time. If an aircraft must lose 23,000 ft over 65 NM at GS 240 kt, horizontal time is 65 x 60 / 240 = 16.25 minutes. Required rate of descent is 23,000 / 16.25, about 1415 ft per minute.

Profile timingVertical distance divided by rate of climb or descent equals horizontal distance divided by groundspeed, with compatible time units.

Complete plotting sequence

StepCheck before moving on
1. IdentifyCorrect station, chart, datum, observation type and UTC time
2. ConvertTrue or magnetic, TO or FROM, station or aircraft variation, reciprocal if required
3. PlotFine line or arc, correct local scale, correct meridian and clear direction
4. CombineCommon time, strong cutting angle, ambiguity resolved
5. LabelFour-figure UTC, three-figure direction and T, M or C datum
6. TestCompare with DR position, heading, time and range trends
7. UseUpdate track, groundspeed, wind, ETA and the next DR position
Plotting disciplineIdentify, convert, plot, label and cross-check. A neat line with the wrong datum is still wrong.