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A comprehensive guide on airport terminal area planning procedures, including demand forecast, establishment of designed capacity, calculation of designed basic value, formulation of a plan for airport terminal area, and basic plan for airport terminal area maintenance. It also includes details on terminal area structure, terminal area planning procedures (calculation of designed basic value), apron plan (gse facility plan), passenger terminal area plan, and examples for extension of terminal areas at existing airports.
Typology: Exercises
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Basic Plan of Airport Terminal
Area Development
(terminal area structure)
Passenger terminal area
International passenger terminal area
International cargo terminal area
Cargo terminal area
Maintenance area
Fueling facility area
Runway C
Runway A
Management area
(1) Demand forecast Number of annual passengers by route Annual cargo handling volume by airport Take-off and landing number of times by airplane
(2) Establishment of designed capacity Passenger capacity
Cargo capacity
Land capacity
(3) Calculation of designed basic value
Peak-day take-off and landing number of times
Peak-period take-off and landing number of times Number of peak-day passengers
Number of peak-period passengers
(4) Calculation of required facility and land size Apron
Passenger terminal building Cargo handling facilities
Parking lot, etc.
(5) Formulation of a plan for airport terminal area
Facility layout plan Facility extension plan
Function and moving line plan
Consistency, etc. with airport site conditions
Terminal area planning procedures are as follows.
(calculation of designed basic value)
A: Annual take-off and
landing number of
times
C: Peak-day take-off
and landing number of
times: A x b
E: Peak-period take-
off and landing
number of times:
C x d
A’: Number of annual
passengers
C’: Number of peak-
day passengers:
A’ x b’
E’: Number of peak-
period passengers:
C’ x d
Designed
capacity
Number of passengers (number of offered seats)Number of day flights
Number of day flights
Number of passengers
Maximumdays Minimumdays
0.2 Pe tak 100 200 300 400 500
d=1.51÷landing/takeoff frequency＋0. ※(100times/day ＞ under)
ｄ=6.61÷landing/takeoff frequency＋0. ※(100times/day ＜ over)
Peak-day take-off and landing number of times
Peak-period concentration rate
(calculation of designed basic value)
b) Calculation of the number of required spots (night stay apron)
n : There are many examples that use values computed through the following formulas in Japan. Jet aircraft: n = Route distance (km) x 0.00122 +
Propeller aircraft: n = Route distance (km) x 0.
*Regional jet aircraft will be reviewed separately.
q: • Tokyo ⇔ Osaka Allocation of 1/2 each
M
Plan for national airplane arrangement
q
P
R
n
o
o : Main lines in Tokyo, Osaka, etc.: 2,700 hours/aircraft Other: 2,500 hours/aircraft
T
s: Shin Chitose, Chubu, Fukuoka, Kagoshima, and Naha 2/ Tokyo, Osaka, and airports other than those mentioned above 1/
s
c) Apron shape
Self-taxing type parking
Nose-in method parking
Classification
Aircraft code
Gse parking lane
Gse moving lane
Gse lane
Embedded piping zone Termina
Land for underground pipes
GSE traffic lanes, etc. C
Terminal building
GSE parking lane GSE moving lane
Spacing between apron edge and terminal building: C
For jet aircraft
25 m (20 m of GSE traffic lanes, etc. + 5 m of land for underground pipes)
For propeller aircraft
20 m (15 m of GSE traffic lanes, etc. + 5 m of land for underground pipes)
e) Apron plan clearance
Standard Aircraft Clearance in Apron Classification F E D C B A
a
Spacing between apron landing strip centerline and other aircraft or obstacles 51 m or greater
43.5 m or greater
37 m or greater
26 m or greater
20 m or greater
15.5 m or greater
b
Clearance between spot guideline centerline and other aircraft or obstacles (excluding boarding bridges) 47.5 m or greater
40 m or greater
33.5 m or greater
22.5 m or greater
16.5 m or greater
12 m or greater
c
Clearance from aircraft moving on aircraft introductory lines up to aircraft that are parked or obstacles (excluding boarding bridges) and clearance among aircraft that are parked, and clearance up to aircraft that are parked up to buildings (excluding boarding bridges)
7.5 m or greater
7.5 m or greater
7.5 m or greater
4.5 m or greater
3 m or greater
3 m or greater
Figure: Aircraft clearance in apron
Apron taxiway
aircraft stands taxilane
Passenger terminal building
Ａ Ｄ
Ｂ
Ｂ
Ｃ Aircraft stands lead-in lines
E
a (^) c
b
b
Aircraft stand taxi lane
Apron taxiway
Aircraft stand lead-in lines
Aircraft stand lead-in lines
f) Calculation of acreage of GSE storage area (passenger
terminal area)
Acreage necessary for passenger terminal area Σ = ( A x b x c )
b : Large jet aircraft B747: 1,600 (1,850) m^2 Large jet aircraft B777: 1,250 (1,350) m 2 Medium jet aircraft: 1,250 (1,350) m 2 Small jet aircraft: 450 (650) m^2 Propeller aircraft: 200 (300) m 2
A
Peak-period take-off and landing number of times by airplane during the targeted planning period
D
F
Increase rate of airline companies regarding storage area acreage per take-off and landing time (= 1.2)
G
e : Large jet aircraft B747: 200 m 2 Large jet aircraft B777: 200 m 2 Medium jet aircraft: 200 m 2 Small jet aircraft: 160 m 2 Propeller aircraft: 100 m 2
Apron shoulder area Σ = (spot by airplane x e )
GSE storage area in passenger terminal area G = D - F
Apron
Passenger terminal building
Parking lot (^) GSE storage area in cargo terminal area
Service yard
I
F
GSE storage area in passenger terminal area
b: Average days during the 1st and 2nd peak months: Number of passengers/number of annual passengers 1/300 tends to be used often in Japan. There are many examples of using the 30th to the 40th traffic volume in ICAO.
d: There exist many examples for using value computed through the following formulas in Japan. [Domestic] d = 1.51÷Take-off and landing number of times + 0.115 (in the case of 100 flights/day or less) d = 6.61÷Take-off and landing number of times + 0.064 (in the case of 100 flights/day or more) [International] d = 1.05÷Take-off and landing number of times +
A
C C = A x b
E^ Number of peak-period passengers^ E = C x d
b Peak-day
d Peak-period
(passenger terminal building)
f
G
h
I Building area of terminal building I = G/h
Ｎ Terminal building land area^ N = I x m
m^ Terminal building land rate
Terminal building layer rate: h
Hierarchy method Floor space[m^2 ] Layer rate
1 layer method ― 1.
1.5 layer method
5,000 < m 1.
5,000 m < 15,000 1.
m 15,000 2.
2 layer method ― 2.0 or greater or more
b) Depth of passenger terminal building land
Terminal building land
Depth of Parking Rordway Curb Terminal Embedded GSE Apron area side building piping zone^ lane
Roadway
(passenger terminal building)
d) Passenger terminal concept
The passenger terminal building basic concept is classified
as follows.
(2) Pier parking/finger pier parking concept
(2) Pier parking/finger pier parking concept
P
(1) Frontal linear parking/frontal linear parking concept
(1) Frontal linear parking/frontal linear parking concept
(3) Satellite concept
(3) Satellite concept
(4) Hybrid concept
(4) Hybrid concept
(passenger terminal building)
e) Passenger terminal concept examples
(passenger terminal building)
