eosid determination

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    Engine Out SID Determination

    Operational Liaison Meeting

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    2EOSID determination

    Engine out SID determination Why do EOSID's have to be defined

    How to construct an EOSID

    Recommendations

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    3EOSID determination

    Why do EOSID's have to be defined Standard Instrument Departures (SID) are

    published in aeronautical documentation

    Minimum climb gradient required :

    Geographical environment (mountainouszones)

    Compliance with required minimum altitudes

    (constraints)

    ATC

    Engine failure case is not considered

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    4EOSID determination

    High climb gradients may be required in

    mountainous area can be easily achieved with all engines running

    cannot be fulfilled in case of engine failure at V1

    How to comply with SID requirements ? Decrease takeoff weight : unacceptable

    Determine a different takeoff path still complying

    with SID requirements

    Why do EOSID's have to be defined

    Engine out SID

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    5EOSID determination

    Why do EOSID's have to be defined The one engine takeoff flight path to be

    determined in compliance with regulation :

    Minimum second segment gradient :

    2.4 % for two engine airplanes

    3.0 % for four engine airplanes

    Obstacle along the net takeoff path to be cleared by:

    35 ft vertically for straight takeoff

    50 ft vertically in case of turn (bank angle > 15)

    1000 ft (or 2000 ft as applicable) after final takeoff

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    6EOSID determination

    EOSID to be determined considering engine

    failure at V1

    Most critical case

    A decision point must be defined on the

    takeoff path

    Performance with one engine inoperative after

    this point permits to follow normal SID

    Why do EOSID's have to be defined

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    7/347EOSID determination

    How to construct an EOSID 1. Computation of takeoff charts

    2. Determination of the net takeoff flight path 3. Determination of a pattern giving more time

    (distance) to climb

    4. Verification of the obstacle clearance 5. Determination of a decision point

    6. Procedure writing

    Typical example : QUITO runway 35

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    8/348EOSID determination

    How to construct an EOSIDTypicalexample : QUITO runway35

    EOSID to be determined to comply with minimum required altitudes atZUI (13700 ft) and QIT (16000 ft)

    CONDORCOCHA

    QIT

    AT OR

    ABOVE

    16000'

    AT OR

    ABOVE

    13700'

    R084

    TP MARKERBEACOND 4.4 QIT

    QMS

    9200'

    x

    ASCAZUBI

    ZUI088

    264

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    9/349EOSID determination

    1. Computation of takeoffcharts Takeoff chart is computed considering the

    obstacles along the SID path

    AT OR ABOVE

    16000'

    AT OR ABOVE

    13700'

    QIT

    OBSTACLES

    QMS

    9200'

    A

    B

    Cx

    x

    x

    ZUI

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    For the best takeoff configuration, thefollowing is determined :

    Maximum takeoff weight for a meantemperature/no wind

    Associated takeoff speeds

    Second segment gradient

    Acceleration length

    Final takeoff gradient

    1. Computation of takeoffcharts

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    11/3411EOSID determination

    How to construct an EOSID 1. Computation of takeoff charts

    2. Determination of the net takeoff flight path 3. Determination of a pattern giving more time

    (distance) to climb

    4. Verification of the obstacles clearance 5. Determination of a decision point

    6. Procedure writing

    Typical example : QUITO runway 35

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    2. Determination of the net takeoff flightpath From the information previously obtained, the

    net takeoff flight path is defined.

    DISTANCE FROM 35FT HEIGHT

    ALTITUDE NET FLIGHT PATH

    SLATS / FLAPSRETRACTION

    FTO

    ACCELERATION

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    Altitude constraints are placed on the graph

    Net takeoff path clear them with the requiredmarginALTITUDE(Ft)

    NET FLIGHT PATH

    DISTANCE FROM 35FT HEIGHT

    1000 ft

    ZUI13700

    D1

    16000 QIT

    D2

    D1is the necessary distance for ZUI clearance EOSID

    2. Determination of the net takeoff flightpath

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    Acceleration height to be optimized if necessary

    between minimum and maximum height as given onthe takeoff chart

    10 min max TO thrust

    ZUI

    1000 ft

    D1 D2

    QIT

    MAX

    MIN

    obstacle clearance

    2. Determination of the net takeoff flightpath

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    15/3415EOSID determination

    How to construct an EOSID 1. Computation of takeoff charts

    2. Determination of the net takeoff flight path 3. Determination of a pattern giving more time

    (distance) to climb

    4. Verification of the obstacles clearance 5. Determination of a decision point

    6. Procedure writing

    Typical example : QUITO runway 35

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    16EOSID determination

    3. Determination of a pattern Pattern will provide more time (distance) to

    climb

    Takeoff track determined in the defined area

    Available NAV aids to be preferably used

    when determining the EOSID

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    17EOSID determination

    Refer to topographic maps for a clear area

    around the airport

    Ground level

    Obstacles height

    Restrictive/prohibited areas

    Area to be wide enough for a pattern

    Sufficient margin to obstacles must be kept

    Wind effect

    Trajectory accuracy when flying in manual

    3. Determination of a pattern

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    18EOSID determination

    Turns should be limited to 15 bank angle

    Benefit of autopilot Passengers comfort

    Radius of turn is determined as a function of

    bank angle

    R =

    R = radius of turn

    V = aircraft speed (TAS) in m/s

    g = gravitational acceleration =9.81

    = bank angle

    V2g. tan

    3. Determination of a pattern

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    19EOSID determination

    Determined EOSID provides necessary distance

    (D1) to reach required altitude, 13700 ft at ZUI

    QIT

    at or above 16000'

    9200'

    ZUIat or above 13700'

    QMS

    3. Determination of a pattern

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    20EOSID determination

    Determined EOSID provides necessary distance

    (D1) to reach required altitude, 13700 ft at ZUI

    EOSID is reproduced on the topographic map

    QIT

    at or above 16000'

    EOSID

    9200'

    ZUIat or above 13700'

    ACTUAL GRADIENT

    PERMITS TO

    COMPLY WITH SID

    REQUIRED ALTITUDES

    QMS

    3. Determination of a pattern

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    21EOSID determination

    How to construct an EOSID 1. Computation of takeoff charts

    2. Determination of the net takeoff flight path 3. Determination of a pattern giving more time

    (distance) to climb

    4. Verification of the obstacles clearance 5. Determination of a decision point

    6. Procedure writing

    Typical example : QUITO runway 35

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    22EOSID determination

    4. Verification of obstacle clearance Because of turns, takeoff performance is

    decreased

    Loss of second segment and final takeoff gradients

    AFM graph provides loss of gradient depending on

    bank angle

    Net flight path to be modified accordingly

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    23EOSID determination

    Net flight path determined following the EOSID and taking intoaccount turns.

    ALTITUDE

    DISTANCE

    QIT

    ZUI1STTUR

    N

    2ND

    TURN

    3RDTURN

    4. Verification of obstacle clearance

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    24EOSID determination

    Net flight path determined following the EOSID and taking intoaccount turns.

    If a required altitude is not fulfilled (ZUI), track length beforeconstraint to be increased.

    If limiting obstacles : pattern to be modified if possible

    ALTITUDE

    DISTANCE

    QIT

    ZUI1STTUR

    N

    2ND

    TURN

    3RDTURN

    4. Verification of obstacle clearance

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    25EOSID determination

    All obstacles along the takeoff track to be verified using

    topographic maps

    Height of obstacles must be increased due to loss ofgradient Determine the loss of gradient : Ex - 0.5 %

    Increase actual obstacle height by : 0.5 % x D

    Corrected height must be used for takeoff chart computation

    R

    D = R

    180

    D

    OBSTACLE

    BEGINNINGOF TURN

    x

    4. Verification of obstacle clearance

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    26EOSID determination

    How to construct an EOSID 1. Computation of takeoff charts

    2. Determination of the net takeoff flight path 3. Determination of a pattern giving more time

    (distance) to climb

    4. Verification of the obstacles clearance 5. Determination of a decision point

    6. Procedure writing

    Typical example : QUITO runway 35

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    27EOSID determination

    5. Determination of decision point If engine failure occurs at V1, EOSID will be

    flown What will happen if failure occurs after V1?

    Could the SID or the EOSID be flown ?

    Decision Point

    Engine failure before DPEOSID

    Engine failure after DPSID

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    28EOSID determination

    Determine takeoff flight path all engines

    operative

    Noise definition manual

    OCTOPER

    Draw the path on a chart

    On the chart, place the altitude constraint

    5. Determination of decision point

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    29EOSID determination

    Note : Distance to be considered for constraint is distance from runway

    threshold to the constraint following SID track

    Altitude

    Constraint

    ZUI

    Distance

    5. Determination of decision point

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    30EOSID determination

    Starting from constraint draw back the one engineinoperative flight path

    AltitudeConstraint

    ZUI

    Distance

    5. Determination of decision point

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    31EOSID determination

    Intersection between both flight paths gives thedecision point

    AltitudeConstraint

    ZUI

    Distance

    DP

    Y

    X

    5. Determination of decision point

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    32EOSID determination

    How to construct an EOSID 1. Computation of takeoff charts

    2. Determination of the net takeoff flight path 3. Determination of a pattern giving more time

    (distance) to climb

    4. Verification of the obstacles clearance 5. Determination of a decision point

    6. Procedure writing

    Typical example : QUITO runway 35

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    33EOSID determination

    6. Procedure writing EOSID with DP defined

    Acceleration altitude to be defined for the

    engine failure case after DP

    Comprehensive format for : direct use by pilots

    FMS/FMGS data bank updating (as applicable)

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    Recommendations Operators should check obstacle clearance on

    published SID

    engine failure at V1 Beyond V1

    Define EOSID if necessary

    Close co-ordination between :

    operators airport authorities ATC

    FMS/FMGS data bank updating or useconventional NAV aids