study of airport capacity vs sesar challenges tudy of airport apacity vs. efficiency esar challenges

120 Pages·2010·6.34 MB·English

Indra Airports

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Annexes

AAuutthhoorr:: MMEERRIITTXXEELLLL VVIIÑÑAASS TTIIÓÓ

TTuuttoorr:: RRuubbéénn MMaarrttíínneezz SSeevviillllaannoo
Barcelona / 22nd JJaannuuaarryy 22001100
ANNEX INDEX

1 ACRONYMS ............................................................................................................................... 8
2 NOMENCLATURE (EQUATIONS) ............................................................................................... 11
3 DEFINITIONS ............................................................................................................................ 14
3.1 AIRSIDE AIRPORT COMPONENTS .................................................................................................... 15
3.1.1 Clear zone ......................................................................................................................... 15
3.1.2 Movement area ................................................................................................................ 15
3.1.3 Runway ............................................................................................................................. 15
3.1.4 Taxiway ............................................................................................................................. 15
3.2 LANDSIDE AIRPORT COMPONENTS ................................................................................................. 15
3.2.1 Apron ................................................................................................................................ 16
3.2.2 Baggage services .............................................................................................................. 16
3.2.3 Check-in ............................................................................................................................ 16
3.2.4 Functional component ...................................................................................................... 16
3.2.5 Gate .................................................................................................................................. 17
3.2.5.1 Gate type ................................................................................................................................ 17
3.2.5.2 Gate mix ................................................................................................................................. 17
3.2.5.3 Gate occupancy time .............................................................................................................. 17
3.2.6 Ground access ................................................................................................................... 17
3.2.7 Hardstand ......................................................................................................................... 17
3.2.8 Hold room ......................................................................................................................... 17
3.2.9 Passenger circulation area................................................................................................ 18
0
3.2.10 Ramp ............................................................................................................................ 18 1.
V.
3.2.11 Stand ............................................................................................................................ 18 s /
e
3.2.12 Terminal ....................................................................................................................... 18 ex
n
n
3.2.13 Terminal curb ............................................................................................................... 19 A
s.
3.2.14 Wait areas .................................................................................................................... 19 ge
n
e
3.3 CAPACITY TERMS ........................................................................................................................ 20 all
h
3.3.1 Aircraft mix ....................................................................................................................... 20 R C
A
3.3.2 Annual service volume (ASV) ............................................................................................ 20 S
E
S
3.3.3 Capacity (airside) .............................................................................................................. 20 y
c
n
3.3.4 Capacity (landside) ........................................................................................................... 20 e
ci
3.3.5 Crowding ........................................................................................................................... 20 Effi
s.
3.3.6 Delay ................................................................................................................................. 20 y v
cit
3.3.7 Demand ............................................................................................................................ 21 a
p
a
3.3.8 Declared capacity ............................................................................................................. 21 C
ort
3.3.9 Dynamic capacity .............................................................................................................. 21 p
Air
3.3.10 Gate occupancy ratio ................................................................................................... 21 of
y
3.3.11 Level of service ............................................................................................................. 21 ud
St
1
3.3.12 Maximum capacity or Maximum throughput .............................................................. 21
3.3.13 Mix index ...................................................................................................................... 22
3.3.14 Peak load factor ........................................................................................................... 22
3.3.15 Peak period ................................................................................................................... 22
3.3.16 Percent arrivals............................................................................................................. 22
3.3.17 Percent touch and go’s ................................................................................................. 22
3.3.18 Runway-use configuration ........................................................................................... 23
3.3.19 Saturated time periods ................................................................................................. 23
3.3.20 Static capacity .............................................................................................................. 23
3.3.21 Sustained Capacity ....................................................................................................... 23
3.3.22 Runway capacity .......................................................................................................... 23
3.4 PARALLEL RUNWAY OPERATION MODES .......................................................................................... 23
3.4.1 Minimum distance between parallel runways .................................................................. 24
3.4.2 Departing aircraft ............................................................................................................. 24
3.4.2.1 Mixed mode ........................................................................................................................... 24
3.4.2.2 Parallel independent mode .................................................................................................... 24
3.4.3 Arriving aircraft ................................................................................................................ 25
3.4.3.1 Segregated mode ................................................................................................................... 25
3.4.3.2 Parallel dependent mode ....................................................................................................... 25
3.4.3.3 Parallel independent mode .................................................................................................... 25
3.5 OTHER ..................................................................................................................................... 26
3.5.1 Instrument flight rules ...................................................................................................... 26
3.5.2 Long haul .......................................................................................................................... 26
3.5.3 Narrow body ..................................................................................................................... 26
3.5.4 Poor visibility and ceiling (PVC) ......................................................................................... 26
3.5.5 Range ................................................................................................................................ 26
3.5.6 Short haul ......................................................................................................................... 26
0
3.5.7 Visual flight rules .............................................................................................................. 27 1.
V.
3.5.8 Wide body ......................................................................................................................... 27 s /
e
x
e
4 AIRSIDE CAPACITY ASSESSMENT METHODS ............................................................................ 28 nn
A
s.
4.1 CAPACITY ASSUMPTIONS (FOR FAA METHOD) ................................................................................. 28 ge
n
4.1.1.1 Runway configuration ............................................................................................................ 28 alle
4.1.1.2 Percent arrivals ...................................................................................................................... 33 Ch
R
4.1.1.3 Percent touch and go’s ........................................................................................................... 33 A
S
4.1.1.4 Taxiways ................................................................................................................................. 33 SE
y
4.1.1.5 Airspace limitations ................................................................................................................ 33 nc
e
4.1.1.6 Runway instrumentation ........................................................................................................ 33 Effici
4.1.1.7 Annual service volume assumptions ...................................................................................... 33 s.
v
4.2 APRON CAPACITY ....................................................................................................................... 34 y
cit
4.2.1 Parsons apron area capacity estimate ............................................................................. 34 pa
a
C
4.2.2 Aggregate apron utilization efficiency .............................................................................. 34 ort
p
4.2.3 Apron and stands .............................................................................................................. 34 Air
4.3 RUNWAY CAPACITY..................................................................................................................... 36 y of
d
4.3.1 FAA method ...................................................................................................................... 36 Stu
2
4.3.2 Methodology from Ministerio de Obras Públicas, Transporte y Medio Ambiente ........... 42
4.3.2.1 Minimum separation between aircraft .................................................................................. 42
4.3.2.2 Runway capacity assessment ................................................................................................. 43
4.4 TAXIWAY CAPACITY [FAA METHOD] .............................................................................................. 43
4.5 GATE CAPACITY.......................................................................................................................... 46
4.5.1 Gate capacity using FAA method ...................................................................................... 46
4.5.2 Gate capacity direct calculation ....................................................................................... 47
4.5.3 Gate capacity using Parsons gate-enplanement curve..................................................... 48
4.5.4 Average-to-peak utilization correction ............................................................................. 49
4.5.5 Gate capacity graphic analysis ......................................................................................... 49
4.5.6 Ramp chart hourly utilization analysis .............................................................................. 49
4.5.7 Movement area capacity [Separation analysis method] .................................................. 50
4.5.8 Description of the method ................................................................................................ 50
4.6 AIRSIDE CAPACITY AND ANNUAL SERVICE VOLUME [FAA METHOD] ..................................................... 52
4.6.1 Airside hourly capacity (short term) ................................................................................. 52
4.6.2 Annual service volume (short term) .................................................................................. 53
4.6.3 Airside capacity and annual service volume (long term; general) .................................... 54
4.7 DELAY ...................................................................................................................................... 55
4.7.1 Hourly delay to aircraft on the runway component.......................................................... 55
4.7.2 Daily delay to aircraft on the runway component when the d/c ratio is 1.0 or less for each
hour 56
4.7.3 Daily delay to aircraft on the runway component when the d/c ratio is greater than 1.0
for one or more hours .................................................................................................................... 57
4.7.4 Hourly demand corresponding to a specified level of average hourly delay .................... 58
4.7.5 Aircraft delay (annual) ...................................................................................................... 58
4.7.6 Annual delay to aircraft on the runway component ......................................................... 59
5 LANDSIDE CAPACITY ASSESSMENT METHODS ......................................................................... 61 1.0
V.
5.1 GROUND ACCESS CAPACITY .......................................................................................................... 61 s /
e
x
5.1.1 Estimation method ........................................................................................................... 61 ne
n
A
5.1.2 Access capacity-to-demand index..................................................................................... 62 s.
e
5.2 PASSENGER TERMINAL CAPACITY ................................................................................................... 62 ng
e
5.2.1 Arrival hall capacity .......................................................................................................... 62 all
h
C
5.2.2 Baggage area capacity ..................................................................................................... 63 R
A
5.2.2.1 Baggage area space required ................................................................................................. 63 ES
S
5.2.2.2 Number of baggage claim units.............................................................................................. 63 y
c
n
5.2.3 Security check ................................................................................................................... 64 e
ci
5.2.4 Check-in area capacity ...................................................................................................... 65 Effi
s.
5.2.4.1 Check-in queue ....................................................................................................................... 65 y v
5.2.4.2 Number of check-in counters ................................................................................................. 65 acit
p
a
5.2.5 Connecting passenger transfer ......................................................................................... 68 C
5.2.6 Customs and immigration ................................................................................................ 69 port
Air
5.2.7 Gate hold room capacity .................................................................................................. 69 of
y
5.2.8 Passport control capacity ................................................................................................. 69 d
u
St
5.2.8.1 Estimation method ................................................................................................................. 69
3
5.2.8.2 Passport control arrivals capacity .......................................................................................... 70
5.2.8.3 Passport control departures capacity .................................................................................... 72
5.2.9 Parking capacity (vehicles) ............................................................................................... 73
5.2.9.1 Parking requirement planning curve ...................................................................................... 73
5.2.10 Terminal curb capacity ................................................................................................. 73
5.2.11 Waiting areas capacity ................................................................................................. 73
5.2.12 Terminal circulation capacity ....................................................................................... 74
5.3 LANDSIDE SYSTEM AS A WHOLE ..................................................................................................... 74
6 AIRPORT SURVEY AND DESCRIPTION ....................................................................................... 76
6.1 BARCELONA–EL PRAT AIRPORT ..................................................................................................... 76
6.1.1 Runways............................................................................................................................ 78
6.1.2 T1 Terminal building ......................................................................................................... 79
6.1.3 T2 Terminal building ......................................................................................................... 84
6.1.4 Corporate Aviation Terminal building ............................................................................... 88
6.1.5 Accesses ............................................................................................................................ 90
6.1.5.1 Car / Bus / Taxi ....................................................................................................................... 90
6.1.5.2 Train ....................................................................................................................................... 91
6.1.6 Airport numbers ................................................................................................................ 91
6.2 GIRONA–COSTA BRAVA AIRPORT .................................................................................................. 92
6.2.1 Runways............................................................................................................................ 94
6.2.2 Terminal building .............................................................................................................. 95
6.2.3 Accesses ............................................................................................................................ 97
6.2.4 Airport numbers ................................................................................................................ 97
6.3 LLEIDA–ALGUAIRE AIRPORT ......................................................................................................... 98
6.3.1 Runways.......................................................................................................................... 100
6.3.2 Terminal building ............................................................................................................ 100
6.3.3 Accesses .......................................................................................................................... 103 1.0
V.
6.3.4 Airport numbers .............................................................................................................. 103 s /
e
x
7 RUNWAY CAPACITY ASSESSMENT (INDEPENDENT) ............................................................... 104 ne
n
A
8 AIRCRAFT APPEARING IN THIS REPORT ................................................................................. 107 s.
e
g
n
e
8.1 A-300 ................................................................................................................................... 107 all
h
8.2 B-727 ................................................................................................................................... 108 R C
A
8.3 B-747 ................................................................................................................................... 109 S
E
S
8.4 B-767 ................................................................................................................................... 110 y
c
n
8.5 DC-9..................................................................................................................................... 111 cie
8.6 DC-10 .................................................................................................................................. 112 Effi
s.
8.7 GULFSTREAM II ....................................................................................................................... 113 y v
cit
8.8 L-1011 ................................................................................................................................. 114 a
p
a
C
9 REFERENCES .......................................................................................................................... 115 ort
p
Air
9.1 BIBLIOGRAPHY ......................................................................................................................... 115 of
y
9.2 WEB ..................................................................................................................................... 117 ud
St
9.3 SOFTWARE ............................................................................................................................. 118
4
FIGURE INDEX

FIGURE 3.1. THE AIRFIELD AND ITS COMPONENTS .............................................................................................. 14
FIGURE 3.2. AIRPORT LANDSIDE TERMINAL CONFIGURATIONS .............................................................................. 19
FIGURE 4.1. CAPACITY AND ASV FOR LONG RANGE PLANNING (A) ........................................................................ 29
FIGURE 4.2. CAPACITY AND ASV FOR LONG RANGE PLANNING (B) ........................................................................ 30
FIGURE 4.3. CAPACITY AND ASV FOR LONG RANGE PLANNING (C) ........................................................................ 31
FIGURE 4.4. CAPACITY AND ASV FOR LONG RANGE PLANNING (D) ........................................................................ 32
FIGURE 4.5. RUNWAY USE DIAGRAM (A) .......................................................................................................... 37
FIGURE 4.6. RUNWAY USE DIAGRAM (A) .......................................................................................................... 38
FIGURE 4.7. RUNWAY USE DIAGRAM (B) .......................................................................................................... 39
FIGURE 4.8. RUNWAY USE DIAGRAM (C) .......................................................................................................... 39
FIGURE 4.9. RUNWAY USE DIAGRAM (D) ......................................................................................................... 39
FIGURE 4.10. RUNWAY USE DIAGRAM (E) ........................................................................................................ 40
FIGURE 4.11. RUNWAY USE DIAGRAM (F) ........................................................................................................ 41
FIGURE 4.12. TIME SEPARATION BETWEEN AIRCRAFT WHEN LANDING AND TAKING-OFF ............................................ 42
FIGURE 4.13. HOURLY CAPACITY OF A TAXIWAY CROSSING AN ACTIVE RUNWAY W/ ARRIVALS ..................................... 44
FIGURE 4.14. HOURLY CAPACITY OF A TAXIWAY CROSSING AN ACTIVE RUNWAY W/O ARRIVALS................................... 45
FIGURE 4.15. HOURLY CAPACITY OF GATES ...................................................................................................... 46
FIGURE 4.16. CAPACITY ASPECTS OF TERMINAL CONCEPTS .................................................................................. 48
FIGURE 4.17. AVERAGE AIRCRAFT DELAY IN AN HOUR ......................................................................................... 56
FIGURE 4.18. AVERAGE AIRCRAFT DELAY DURING SATURATED CONDITIONS ............................................................ 57
FIGURE 4.19. AVERAGE AIRCRAFT DELAY FOR LONG RANGE PLANNING ................................................................... 59
FIGURE 5.1. INTERMEDIATE RESULTS CHART 1................................................................................................... 67
FIGURE 5.2. INTERMEDIATE RESULTS CHART 2................................................................................................... 67
FIGURE 5.3. INTERMEDIATE RESULTS CHART 1................................................................................................... 71
FIGURE 5.4. INTERMEDIATE RESULTS CHART 2................................................................................................... 71 1.0
FIGURE 5.5. ESTIMATED REQUIREMENTS FOR PUBLIC PARKING AT US AIRPORTS ...................................................... 73 s / V.
FIGURE 6.1. LOCATION AND AREAS OF INFLUENCE OF AIRPORTS OPERATING IN CATALUNYA [B1] ................................ 76 xe
e
n
FIGURE 6.2. BARCELONA–EL PRAT AIRPORT [W13] .......................................................................................... 76 An
FIGURE 6.3. BARCELONA–EL PRAT AIRPORT [W8] ............................................................................................ 77 es.
g
n
FIGURE 6.4. BARCELONA–EL PRAT NEW CONTROL TOWER [W8] ........................................................................ 78 e
all
FIGURE 6.5. BARCELONA–EL PRAT AIRPORT T1 TERMINAL [W15] ....................................................................... 79 Ch
R
FIGURE 6.6. BARCELONA-EL PRAT AIRPORT FUTURE VIEW [W7] .......................................................................... 80 A
S
E
FIGURE 6.7. BARCELONA-EL PRAT AIRPORT FUTURE SATELLITE. ARTIST’S IMPRESSION .............................................. 80 S
y
c
FIGURE 6.8. BARCELONA–EL PRAT T1 FLOOR PLAN [W8] ................................................................................... 81 en
ci
FIGURE 6.9. CHECK-IN FIGURE 6.10. SKY CENTRE .................................................................................. 82 Effi
FIGURE 6.11. INTERMODAL HALL FIGURE 6.12. BAGGAGE CLAIM ................................................................ 82 vs.
y
FIGURE 6.13. DEPARTURES FIGURE 6.14. LA PLAÇA .............................................................................. 82 acit
p
FIGURE 6.15. ARRIVALS ............................................................................................................................... 82 Ca
FIGURE 6.16. BARCELONA–EL PRAT T1 BOARDING / DEBOARDING AREAS [W8] ..................................................... 83 port
FIGURE 6.17. BARCELONA–EL PRAT T1 TERMINAL 3RD FLOOR PLAN ...................................................................... 83 of Air
FIGURE 6.18. BARCELONA–EL PRAT T2 TERMINAL BREAKDOWN [W7] ................................................................. 84 dy
u
FIGURE 6.19. BARCELONA–EL PRAT T2 TERMINAL PLAN [W8] ........................................................................... 84 St
5
FIGURE 6.20. BARCELONA–EL PRAT T2A TERMINAL PLAN [W8] ........................................................................ 85
FIGURE 6.21. BARCELONA–EL PRAT T2B TERMINAL PLAN [W8] ......................................................................... 85
FIGURE 6.22. BARCELONA–EL PRAT T2C TERMINAL PLAN [W8] ......................................................................... 86
FIGURE 6.23. BARCELONA–EL PRAT AIRPORT T2 TERMINAL [W8] ....................................................................... 87
FIGURE 6.24. BARCELONA–EL PRAT AIRPORT T2A TERMINAL [W8]..................................................................... 87
FIGURE 6.25. BARCELONA–EL PRAT AIRPORT T2B TERMINAL [W8] ..................................................................... 87
FIGURE 6.26. BARCELONA–EL PRAT AIRPORT T2C TERMINAL [W8] ..................................................................... 88
FIGURE 6.27. BARCELONA–EL PRAT CORPORATE AVIATION TERMINAL PLAN [W8] .................................................. 88
FIGURE 6.28. BARCELONA–EL PRAT AIRPORT CORPORATIVE AVIATION TERMINAL [W8] .......................................... 89
FIGURE 6.29. T2 PARKING AREAS [W8] .......................................................................................................... 90
FIGURE 6.30. GIRONA–COSTA BRAVA AIRPORT [W6] ....................................................................................... 92
FIGURE 6.31. GIRONA–COSTA BRAVA AIRPORT [W6] ....................................................................................... 92
FIGURE 6.32. GIRONA–COSTA BRAVA AIRPORT MAIN DESTINATIONS [W8] ........................................................... 93
FIGURE 6.33. GIRONA–COSTA BRAVA CONTROL TOWER [W8] ........................................................................... 94
FIGURE 6.34. GIRONA–COSTA BRAVA AIRFIELD [W8] ....................................................................................... 94
FIGURE 6.35. GIRONA–COSTA BRAVA AIRPORT TERMINAL [W8] ......................................................................... 95
FIGURE 6.36. GIRONA–COSTA BRAVA AIRPORT 0TH FLOOR TERMINAL PLAN [W8] ................................................... 96
FIGURE 6.37. GIRONA–COSTA BRAVA AIRPORT 1ST FLOOR TERMINAL PLAN [W8].................................................... 96
FIGURE 6.38. LLEIDA–ALGUAIRE AIRPORT [W14] ............................................................................................. 98
FIGURE 6.39. LLEIDA–ALGUAIRE AIRPORT [W11] ............................................................................................. 98
FIGURE 6.40. LLEIDA–ALGUAIRE CONTROL TOWER [W11] ................................................................................ 99
FIGURE 6.41. LLEIDA–ALGUAIRE AIRPORT TERMINAL OUTSIDE VIEW (VIRTUAL RECREATION) [W11] ......................... 100
FIGURE 6.42. LLEIDA–ALGUAIRE AIRPORT TERMINAL INSIDE VIEW (VIRTUAL RECREATION) [W12] ............................ 101
FIGURE 6.43. LLEIDA–ALGUAIRE AIRPORT TERMINAL BUILDING 1ST FLOOR TERMINAL PLAN [B16] ............................. 102
FIGURE 6.44. LLEIDA–ALGUAIRE AIRPORT TERMINAL BUILDING 2ND FLOOR TERMINAL PLAN [B16] ............................ 102
FIGURE 6.45. LLEIDA–ALGUAIRE AIRPORT ACCESSES [W14] ............................................................................. 103
FIGURE 8.1. AIRBUS A-300 ........................................................................................................................ 107 0
1.
FIGURE 8.2. AIRBUS A-300 ........................................................................................................................ 108 s / V.
FIGURE 8.3. AIRBUS A-300 ........................................................................................................................ 109 xe
e
n
FIGURE 8.4. B767 .................................................................................................................................... 110 An
FIGURE 8.5. DC-9-30 ............................................................................................................................... 111 es.
g
FIGURE 8.6. DC-10 ................................................................................................................................... 112 en
all
FIGURE 8.7. GULFSTREAM II ....................................................................................................................... 113 Ch
R
FIGURE 8.8. DELTA AIRLINES L-1011 ........................................................................................................... 114 A
S
E
S
y
c
n
e
ci
Effi
vs.
y
cit
a
p
a
C
ort
p
Air
of
y
ud
St
6
TABLE INDEX

TABLE 3.1. RANGE CLASSIFICATION ................................................................................................................. 26
TABLE 4.1. DEMAND RATIOS ......................................................................................................................... 33
TABLE 4.2. MINIMUM SEPARATION TIMES BETWEEN CONSECUTIVE TAKE-OFFS (TDD) ............................................... 42
TABLE 4.3. MINIMUM SEPARATION TIMES BETWEEN CONSECUTIVE LANDINGS (TAA) ................................................ 42
TABLE 4.4. ICAO AIRPORT DESIGN GROUP CLASSIFICATION ................................................................................. 51
TABLE 4.5. ATC APPROACH SPEED CLASSIFICATION ............................................................................................ 51
TABLE 4.6. MINIMUM SEPARATION MATRIX MODEL ........................................................................................... 52
TABLE 4.7. MINIMUM SEPARATION CAPACITY TABLE .......................................................................................... 52
TABLE 4.8. ASV WEIGHTING FACTORS ............................................................................................................. 53
TABLE 4.9. TYPICAL DEMAND RATIOS .............................................................................................................. 54
TABLE 5.1. TYPICAL SPACE STANDARDS USED IN PLANNING AND DESIGN ................................................................. 61
TABLE 5.2. LEVEL OF SERVICE FOR BAGGAGE CLAIM UNIT (RETRIEVAL AND PERIPHERAL AREA) ..................................... 63
TABLE 5.3. LEVEL OF SERVICE SPACE STANDARDS (M2/OCCUPANT) AT CHECK-IN FOR SINGLE QUEUE ............................ 65
TABLE 5.4. PEAK 30-MINUTE AT CHECK-IN AS A PERCENTAGE OF THE PEAK HOUR PERIOD .......................................... 66
TABLE 5.5. ADDITIONAL DEMAND GENERATED BY THE FLIGHTS DEPARTING BEFORE AND AFTER THE PEAK HOUR PERIOD ... 66
TABLE 5.6. LEVEL OF SERVICE A TO E IN HOLD ROOMS ........................................................................................ 69
TABLE 5.7. TYPICAL SPACE STANDARDS USED IN PLANNING AND DESIGN ................................................................. 69
TABLE 5.8. LEVEL OF SERVICE FOR A SINGLE (BANK) QUEUE AT PASSPORT CONTROL .................................................. 70
TABLE 5.9. SPACE AND SPEED FOR LEVEL OF SERVICE C ....................................................................................... 74
TABLE 5.10. SPEED FOR LEVEL OF SERVICE C ..................................................................................................... 74
TABLE 6.1. BARCELONA-EL PRAT AIRPORT RUNWAY DESCRIPTION ........................................................................ 78
TABLE 6.2. BARCELONA-EL PRAT AIRPORT T1 TERMINAL IN NUMBERS ................................................................... 81
TABLE 6.3. BARCELONA-EL PRAT AIRPORT T2 TERMINAL IN NUMBERS [W8] .......................................................... 86
TABLE 6.4. BARCELONA-EL PRAT AIRPORT CORPORATE AVIATION TERMINAL IN NUMBERS ......................................... 89
TABLE 6.5. TRAFFIC OF PASSENGERS IN BARCELONA-EL PRAT AIRPORT [W9] .......................................................... 91 1.0
TABLE 6.6. FREIGHT IN BARCELONA-EL PRAT AIRPORT [W9] ............................................................................... 91 s / V.
TABLE 6.7. AIRCRAFT MOVEMENTS IN BARCELONA-EL PRAT AIRPORT [W9] ........................................................... 91 xe
e
n
TABLE 6.8. GIRONA-COSTA BRAVA AIRPORT RUNWAY DESCRIPTION ...................................................................... 94 An
TABLE 6.9. GIRONA–COSTA BRAVA AIRPORT TERMINAL IN NUMBERS .................................................................... 96 es.
g
n
TABLE 6.10. TRAFFIC OF PASSENGERS IN GIRONA-COSTA BRAVA AIRPORT [W9] ..................................................... 97 e
all
TABLE 6.11. FREIGHT IN GIRONA-COSTA BRAVA AIRPORT [W9] .......................................................................... 97 Ch
R
TABLE 6.12. AIRCRAFT MOVEMENTS IN GIRONA-COSTA BRAVA AIRPORT [W9] ...................................................... 97 A
S
E
TABLE 6.13. LLEIDA–ALGUAIRE AIRPORT RUNWAY DESCRIPTION ........................................................................ 100 S
y
c
TABLE 6.14. LLEIDA-ALGUAIRE AIRPORT TERMINAL IN NUMBERS [B16] ............................................................... 101 en
ci
TABLE 8.1. A-300-600R SPECIFICATIONS [W3] ............................................................................................. 107 Effi
TABLE 8.2. B727-200 SPECIFICATIONS [W3] ................................................................................................ 108 vs.
y
TABLE 8.3. B747-400 SPECIFICATIONS [W3] ................................................................................................ 109 acit
p
TABLE 8.4. B767-300 SPECIFICATIONS [W3] ................................................................................................ 110 Ca
TABLE 8.5. DC-9-30 SPECIFICATIONS [W3] ................................................................................................... 111 port
TABLE 8.6. DC-10-30 SPECIFICATIONS [W3] ................................................................................................. 112 of Air
TABLE 8.7. GULFSTREAM II SPECIFICATIONS [W3] ........................................................................................... 113 dy
u
TABLE 8.8. L-1011-200 SPECIFICATIONS [W3] ............................................................................................. 114 St
7
1 ACRONYMS
ABAS Aircraft Based Augmentation System
A-CDA Advanced Continuous Descent Approach
ACL ATM Capability Levels
ADS-B/-C Automatic Dependent Surveillance -Broadcast / -Contract
AENA Aeropuertos Españoles y Navegación Aérea
AIS Aeronautical Information Service
AMAN Arrival Manager
AMHS ATS Message Handling System
ANSP Air Navigation Service Provider
AO Airport Operators
AOC Airline Operational Control / Airlines Operations Centre
ASAS Airborne Separation Assistance Systems
ASL ATM Service Levels
ASPA Airborne Spacing
ATC Air Traffic Control
ATFCM Air Traffic Flow and Capacity Management
ATFM Air Traffic Flow Management
ATM Air Traffic Management
ATS Air Traffic Service
ATSA Airborne Traffic Situation Awareness
BIC Best In Class
0
1.
BTV Brake to Vacate V.
s /
e
x
e
CDA Continuous Descent Approach n
n
A
CDM Collaborative Decision Making s.
e
g
CNS Communications, Navigation and Surveillance n
e
all
ConOps Concept of Operations h
C
R
A
S
E
DMAN Departure Management S
y
c
DOD Detailed Operational Description en
ci
DTG Distance To Go Effi
s.
v
y
FAA Federal Aviation Agency acit
p
a
FCM Flow and Capacity Management C
ort
FDP Flight Data Processing Airp
FMS Flight Management System of
y
d
u
FUA Flexible Use of Airspace St
8
GBAS Ground Based Augmentation System
GNSS Global Navigation Satellite System
HUD Head up Display
IATA International Air Transport Association
ICAO International Civil Aviation Organization
IFR Instrumental Flight Rules
ILS Instrumental Landing System
IMC Instrumental Meteorological Conditions
IOC Initial Operational Capability
IP Implementation Packages
KPA Key Performance Area
KPI Key Performance Indicators
LoC Line of Changes
LVC Low Visibility Conditions
MLS Microwave Landing System
NOP Network Operation Plan
OAT Operational Air Traffic
OI Operational Improvements
0
1.
V.
P2P Peer-to-peer s /
e
x
PENS Pan European Network Service ne
n
A
P-RNAV Precision Area Navigation s.
e
g
PSR Primary Surveillance Radar n
e
all
PTC Precision Trajectory Clearances h
C
R
A
S
QoS Quality of Service SE
y
c
n
e
ci
R&D Research & Development Effi
RBT Reference Business/Mission Trajectory vs.
y
RET Rapid Exit Taxiways cit
a
p
a
RNP Required Navigation Performance C
ort
ROT Runway Occupancy Time p
Air
RWY Runway of
y
d
SBT Shared Business Trajectory u
St
9