Procedural Control


Term used to indicate that information derived from an ATS surveillance system is not required for the provision of air traffic control service.

Source: ICAO Doc 4444 PANS-ATM


The general principles of air traffic control are the same regardless of whether procedural or surveillance methods are used (i.e. the controller monitors the traffic situations, detects and solves conflicts by providing separation, and ensures orderly flow of the air traffic). The difference lies in the way situational awareness is built and updated (by pilot reports, estimates and visual observation), the separation minima themselves (as described in ICAO Doc 4444, Chapter 5) and the support tools (flight strips instead of a situational display).

Typical Applications

Typical applications of procedural control include:

  • In airspace where surveillance cover is not available (e.g. oceanic airspace or sparsely populated areas)
  • In terminal movement areas (TMAs) if the traffic levels are such that they do not warrant the installation and maintenance of a surveillance system
  • In aerodrome control zones (CTRs), especially if the traffic density is relatively low and the aerodrome layout is not complex (e.g. only one runway, one apron and a few taxiways)
  • Backup solution in case of complete failure of all surveillance-based systems


Procedural separation is to be provided during procedural control.

Traffic on the manoeuvring area is usually separated by use of standard positions that have been assessed to provide adequate spacing. A typical example is the holding point of a taxiway. An aircraft is supposed to proceed after such a point only after obtaining an explicit clearance (including a conditional one). Aerodrome lighting may also be used for this purpose. For complex aerodromes, specific holding points are defined before crossing other taxiways.

The following methods are usually used for en-route procedural control:

  • Vertical separation. Standard vertical separation is 1000 ft at or below FL 280 (or at or below FL 410 if RVSM is applied) and 2000 feet above that level. If procedural control is used as a contingency, these may, as a last resort, be temporarily reduced to 500 ft / 1000 ft respectively.
  • Horizontal separation. The main principle is that if aircraft are at the same level (i.e. vertical separation is not applied) then they should be at different positions.
    • Longitudal separation. It is based on the distance between two aircraft, and is expressed and applied in minutes or in nautical miles. Different minima may apply based on aircraft speed (the faster the former aircraft, the smaller the separation minimum) and navogation eqipment (if aircraft position can be determined more accurately, smaller minima apply). This separation may be applied to successive aircraft (i.e. one flying behind the other) as well as aircraft on opposite or crossing tracks. An example of longitudal separation is two aircraft on crossing tracks passing the crossing point 15 minutes of each other (in case aircraft position is only determined by pilot reports and no navigation aids are available).

Example of longitudal separation when no navigation aids are available
    • Lateral separation is applied so that the distance between the intended routes is never less than an established distance (expressed in NM). An example of this is two aircraft flying on different (non-intersecting) airways, the distance between which is enough to account for navigational inaccuracies plus a buffer.

Example of lateral separation using VOR. Both aircraft are established on radials diverging by at least 15 degrees and at least one aircraft is at a distance of 15 NM or more from the facility

The methods above are also applicable for other ATS units providing procedural control. Also, aerodrome controllers may provide reduced separation provided that each aircraft is continuously visible to them. For example, an aerodrome controller may clear an aircraft to cross above a runway at a right angle after a departing traffic has passed the intersecting point of the two flight paths.

Aircraft A is taking off, aircraft B is cleared to cross above the runway. The tower controller observes both aircraft and is therefore able to apply separation that is significantly lower than e.g. surveillance separation which is 3 NM or 1000 ft if provided by an approach control unit


The main difference between surveillance-based control and procedural control is the way the controller builds and maintains a picture of the air situation. Note that, by definition, the use of procedural control does not mean that surveillance data is not available at all nor does it preclude the use of such data. However, this is only to be done for enhancing the controllers' situational awareness and is by no means intended (or allowed) to assist in providing separation between aircraft. The methods that can be used for separation provision are explicitly stated in local instructions (e.g. manuals of operations).

The main tool in procedural control is Flight Progress Strips. Contollers use these in order to:

  • record clearances given to aircraft. This is done by writing pre-defined symbols (e.g. arrows for climb and descent) and other short pieces of informations (e.g. levels). The symbols to be used as well as the rules for moving the strips within the controller working position are described in the operation manuals.
  • represent the air situation. Flight progress stips are placed in a special way to give the controller an idea about the relative position of aircraft. Different strip bays may be used, e.g.
    • for the CTR, there may be bays for flights on the apron, on the taxiways, in the aerodrome traffic circuit, being cleared to enter the active runway(s), etc.
    • for the en-route environment, flight strips may be placed in different bays, e.g. one for eastbound traffic and another for westbound, or one for each airway, or one for each flight level, etc.

Strips being in the same strip bay are then sorted by some criteria, e.g. estimated time, level, etc.

Aircraft position determination and position updates are made by either pilot reports or visual observations, the latter being applicable in the CTR or on the manoeuvring area by tower and ground controllers. Position reports are also used to update the estimates for next points on the route.

Position estimates are then used to determine if there is a conflict between aircraft being at the same level and also for issuing clearances for level changes.

Situational examples:

  • Two aircraft are maintaining different levels, therefore there is no conflict between them.
  • Two aircraft are maintaining the same level. Their position estimates over the same waypoint are compared, and if the time difference is less than the prescribed minimum, action must be taken by the controller, for example:
    • one of the aircraft will need to change the level so that vertical separation is applied, or
    • one of the aircraft makes an orbit for delay, so that the applicable time minimum is achieved, or
    • the speeds of the aircraft are adjusted in such a way that a lower separation minimum is applicable.

Note: the list of possible controller actions is not exclusive.

  • Two aircraft are maintaining different levels but the lower one requests to climb to a level above the upper one. The controller compares the position estimates and determines the appropriate horizontal sepration to be used for the period of time when vertical separation would not exist. The climbing aircraft will also be required to report passing or reaching the level that is 1000 ft above the other one.

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