PRESENTASI KBS.pptx

7/17/2019 PRESENTASI KBS.pptx

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I Gusti Ngurahrai

International Airport



AIRPORTSYSTEMS

LANDSIDE AIRSIDE

HANGGAR

RUNWAY

TAXIWAY

APRONTOWER

AIRTRAFFICCONTROL

HANGGAR

TOWERAIR

TRAFFICCONTROL



AIRSIDE



R u n w a

y

RUNWAY

Runway is pavement

lanes used by aircraft tolanding or take o



Speci!cation

• "ategory # "at I

• Dimension # $%%% & '( m

•

Strengths # )"N *$+,+"+-+.• Surface # Asphalt )avement



/0 Runway Strip

Runway Strip is 1at long s2uare areacleaned from ob3ect that can disturbing theplane movement when take o or landing0

Componen



40 Runway End Safety Area 5RESA6

Runway and safety area is long 1atsector7 cleaned from disturbing ob3ect7spread out at runway strip0 )repared to

reduce dangerous or damage whenplane slipped out from runway0



• ,or Airports "ode number $ and 'Resa minimum length of 8% m7

while forcertain conditions 5other6minimum length of 9% m0



$0 Shoulders

Runway shoulders should be madesymmetrically on each side of the runwayand the ma&imum cross slope on the surface

of the runway shoulder 40(:0





M!n!mum "en#t$ o% Runway

& CODE NUM'ER ( Ae)o*)ome Re%e)en+eCo*e

, ; *%% m- *%% s0d /4%% m. /4%% s0d /*%% m/ < /*%% m

&CODE LETTER ( Ae)o*)ome Re%e)en+e

Co*eA '7( s0d /( m ; '7( m

' /( s0d 4' m '7( s0d 9 m

C 4' s0d $9 m 9 s0d 8 m

D $9 s0d (4 m 8 s0d /' m



M!n!mum w!*t$ o% t$e )unway pa0ement 1ae*+o*e )unway

A ' C D E

, /* m / /* m / 4$ m = =

- 4$ m 4$ m $% m = =

. $% m $% m $% m '( m =

/ = = '( m '( m '( m

Lon#!tu*!ona" "op o% )unway

CRITERIA , - . /E3e+t!0e "ope e4ten* /7% :

/7% : /7% : /7% :

Ma4!mum "on#!tu*!na""ope

47% : 47% : /7( : /7( :

C$an#e !n t$e

ma4!mum "on#!tu*!na"

"ope

47% : 47% : /7( : /7( :

C$an#e o% "ope pe) .5m

%7' : %7' : %74 : %7/ :



CODE LETTER

OF RUNWAY

TRANS6ERSE SLOPE

A 4 :

' 4 :

C /7( :

D /7( :

E /7( :

ICAOtan*a)* t$e

"ope o%t)an0e)e



Structural

)avement

,le&ibel

)avement

Rigid

)avement



igid )avementRigid pavement is a pavement that has propertieswhere the loading takes place when the pavementdoes not change shape7 meaning that the pavementremains as the original condition before loading takesplace0



igid )avement

Rigid pavement istypically composed oftwo layers7 there are #• Surface coarse made

of concrete slab0• ?ase layer# "onsistsof @0( cm of penetrationasphalt and /% cm ofpaklaag7•

Subbase layer# 4( cmlayer of gravel0• Sub Grade layer# theform that has a sandyclay with !eld "?R valueof ':0



Rigid pavement is usually chosen toend of the runway7 the meetingbetween runways and ta&iways7

aprons and other areas used forparking aircraft or areas in1uenced byheat and blast 3ets of oil abundance0



le&ibel )avementAccording to ?asuki7 5/8*96 in the bookDesigning the Airport )lanning7 1e&ible

pavement is a pavement that has elasticproperties7 Its purpose is will be saggedwhen given pavement loading7 while the1e&ible pavement structure can be found

on the air side facilities including#

S " P %



St)u+tu)a" Pa0ement o%Runway

• .he surface layer # "onsisting olayers ( cm of Asphalt "oncrete5Asphalt "oncrete6 and ( cm ofthick asphalt BkolakanC0

• ?ase layer# "onsists of ( cm ofasphalt BkolakanC7 /40( cm of

penetration asphalt and /% cmof paklaag7

• Subbase layer# 4( cm layer ofgravel0

• Sub Grade layer# the form thathas a sandy clay with !eld "?Rvalue of ':0



St)u+tu)a" pa0ement o% Ap)on an*

Ta4!way• .he surface layer # "onsisting of layers ( cm of Asphalt

"oncrete 5Asphalt "oncrete6 and ( cm of thick asphaltBkolakanC0

•

?ase layer# "onsists of @0( cm of penetration asphalt and /%cm of paklaag7



.A-I A



.a&iway is de!ned as a

course of pavement usedby aircraft as an accessfrom the apron towardsthe runway and instead

of the runway towardsthe apron after landing0

.he main function of

ta&iways is to provide anaccess between therunway and apron7including the hangar0

TAXI WAY



)E"I,I"A.IFN



• )erpendicular # (o Dimension # 9%% & 4$m

• Rapid E&it # 4o Dimension # 4$* & 4$ m

• Surface # Asphalt "oncrete

)erpendicular

Rapid E&it

Entrance ta&iway used by aircraft moving

Holding ?ay track located near the



Entrance ta&iway # used by aircraft movingfrom the runway to the apron towards thetake o0

E&it .a&iway # used by aircraft after landingto leave the runway towards the apron0

Holding Apron # the track located near therunway and provided for aircraft that used

to perform a !nal check before take=o orwaiting for permission to take o from theA." tower0

Holding ?ay # track located near theentrance ta&iways are provided for aircraft inwaiting for their turn to perform take=o at a

rush=hour 1ight0

Ta4!way

+omponent





/0 idth and clearance area 5Indonesian Standar # SE) no0@@=JI=4%/(6

== < Geometricplanning



I"AF ANE- /' = 4%%8

- 8""et *e!#n tan*a)



No. DescriptionI II III IV V VI

(feet)

1. Radius of taxiway turn (R) 75 75 100 150 150 170

2. Length of lead in to fillet (L) 50 50 150 250 250 250

3. Fillet radius for tracking (F) 60 55 55 5 5 5

4.Fillet radius for !udg"ental

o#ersteering one side (F)62$5 57$5 60 %7 %7 100

-7 8""et *e!#n tan*a)

Description#, K additional bend radius 5!llet6of the ta&iway centerlineL K length of track an additionalbend 5!llet6 until the end of the

ta&iway curvesR K bends radius ta&iway



/ Rap!* E4!



/7 Rap!* E4!

/ Rap!* E4!



/7 Rap!* E4!

9 F!""et Ta4!way S$ou"*e



Taxiway must be e2uipped by symmetricalshoulders which functioned as border area at the

and of side where the plane move0

.he shoulder7 which is non=load bearing area7 canmade by paved7 compacted dirt7 or turf0

97 F!""et Ta4!way S$ou"*e



Shoulders Taxiway Standar

AO ANEX ,/ : -55;

< S"ope



<7S"ope

Lon#!tu*!na"

S"ope

T)an0e)e S"ope



=7Ta4!way M!n!mum Sepa)at!on



sSeparation

distance betweenthe center line ofta&iway fromrunway7 or ta&iway

to other ta&iway

=7Ta4!way M!n!mum Sepa)at!onD!tan+e



A



Ap)on

SPECEFICATION

• ,/ # 8 5?=@'@7 A=$%%7 A=$$%7 A=$'%7 ?=@@@6

• ,4 # ' 5D"=/%7 A=$/%7 A=$4%7 A=$/87 MD=//7 ?=@9@6

• ,$ # 4( 5?=@$@7 D"=87 ,okker=/%%7 MD=*47 MD=8%6

• Area # 4987$9@ m4

• Surface # "oncrete



De8n!t!on o% Ap)on

.he airport ramp or apron is part of anairport0 It is usually the area where aircraftare parked7 unloaded or loaded7 refueled or

boarded0 Although the use of the apron iscovered by regulations7 such as lighting onvehicles7 it is typically more accessible tousers than the runway or ta&iway0 However7

the apron is not usually open to the generalpublic and a license may be re2uired to gainaccess0



S!>e o% Ap)on

.he sie of the apron hanging from thefollowing#

Number of gales aircraft

.he sie of the gales

Layout aircraft parked at each gales

.he area re2uired the aircraft tomaneuver the aircraft in gales



Dimention of Apron

Source : Peraturan Direktur Jenderal Perhubungan Udara No. SKEP/77?VI/!!"



Gales sie depends on#

a0 .he sie of the aircraft

.he sie of the aircraft will be veryin1uential in parking spaces re2uired

and maneuverability and sie ofe2uipment used for servicingaircraft0



a!)+)a%t pa)?!n#A*0anta#e D!a*0anta#e

• Re@u!)e t$e

ma""et

#a"e a)ea7

• T$e no!e

"e0e" ! "ow

1e+aue

t$e)e ! no

tu)n!n#mo0ement

• No Bet 1"at

towa)* t$e

te)m!na"

1u!"*!n# &*ue

to pa)?!n#

maneu0e)(7

• Loa*!n# an*

un"oa*!n# o%

paen#e)

1y a $o)t

• Re2uires e2uipment

to pull the plane

• rear door aircraft

relative can not be

used because it istoo far away from

the terminal

building0

• withdrawal process

takes up to 4minutes7 during

which time the gale

can not be used for

other aircraft0

/0 Nose=in )arking

Aircraft parked perpendicularline terminal building0 .he

aircraft nose as close to the

terminal building0 .he plane

maneuvered towards gale

with his own energy7 but

when leave the area the

aircraft pulled out !rst to the

new speci!ed distance using

his own energy0



A*0anta#e D!a*0anta#e• T$e %)ont

*oo) an*

t$e 1a+? o%t$e a!)+)a%t

+an 1e ue*

%o) "oa*!n# 7

Area gale greater0

40 )arallel )arking

.he easiest way outof the parking lot

maneuvering aircraft

A*0anta#eD!an0anta#e

= Angled Nose=In



#

D!an0anta#e

A!)+)a%t

maneu0e)!

n# !nto o)

out #a"ew!t$ $!

own

ene)#y7

Re2uire a larger

area and causenoise0

A!)+)a%t

maneu0e)!n# !nto o)

out #a"e

w!t$ $!

own

ene)#y7

• Re2uires gale

area larger than

the Nose=In7 butstill smaller than

the Angled Nose=

In0

• Oet blast and noise

leads to the

building0

g

Almost the same

con!guration but Nose=In

no aircraft parked

perpendicular0

= Angled Nose=Fut

.his con!guration is

characteried by theaircraft nose leads to the

outside of the terminal

building0



Apron Layout?ased on the concept that usepassenger processing and refers to

the parking system7 the placement ofthe aircraft to the terminal aregrouped on#



,7 F)ont Sytem

Ngurah Rai airport use this system0

Fn this system7 aircraft parked on the apron which isdirectly ne&t to or ad3acent to the terminal building line0



APRON OPEN SYSTEM

.he aircraft parking apron freely near the terminal building but did not coincid

the terminal0

Advantage #

.he separation of the aircraft to the terminal

Disadvantage #

Re2uires bus or mobile lounges to set passengers0 .he circulation of the vehicl



.7 F!n#e) Sytem

Advantage #

EPciency in termsof e&pansion gale

position andterminal buildingspace0

Disadvantage #

)assengers a longdistance run0

/ S t ""!t S t



/7 Sate""!te Sytem

Aircraft parked ingroups around theterminal buildingunits smaller5satellite60 ,ree

aircraft parkingaround thesatellite7 easy tomaneuver and

.a&iing0 Re2uiresgreatest apron0

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