STUDY ON THE DESIGN OF THE VFR (VISUAL FLIGHT RULES) CORRIDOR CONNECTING AIRPORTS IN NORTH SUMATRA PROVINCE

 

Inda Tri Pasa1, Liber Tommy Hutabarat2, Ivana Wardani3,

Fauziah Nur4, Maulana Chairul Muchlisin5, Agung Pramono6�

Politeknik Penerbangan Medan, Indonesia

 

[email protected]1, [email protected]2, [email protected]3,�� [email protected]4, [email protected]5, [email protected]6

 


ABSTRACT

This research aims to design a VFR Corridor that can connect airports located in the province of North Sumatra, especially those airports that do not yet have a VFR Corridor. The research method used is Research and Development (R&D). Data was collected using observation, literature study, interviews, and documentation. The results showed that the current condition of the VFR Corridor has not connected the eight airports in the North Sumatra region. However, the eight airports can be connected with the new VFR Corridor design consisting of three segments. This design allows VFR aircraft to follow the VFR Corridor path rather than flying direct. In addition, the VFR Corridor design also ensures that the movement of VFR aircraft will not interfere with IFR aircraft following STAR at Kualanamu Airport in Medan and Sisingamangaraja Airport. This study has implications for improving the safety and efficiency of flight operations in the North Sumatra region. With a structured and connected VFR Corridor, VFR aircraft pilots have clearer guidance in air navigation, so the risk of collisions with IFR aircraft can be minimized. In addition, this design also supports the development of aviation infrastructure in North Sumatra, especially in facilitating connectivity between airports that do not yet have a VFR Corridor.

 

Keywords: VFR, Airports, Visual Flight Rules.

 



Corresponding Author: Inda Tri Pasa

E-mail: [email protected]

https://jurnal.syntax-idea.co.id/public/site/images/idea/88x31.png

 

INTRODUCTION

AirNav Indonesia manages and serves flight navigation in Indonesia's 7,539,693 km2 of airspace following the signing of a bilateral boundary realignment agreement between FIR Jakarta and FIR Singapore on January 25, 2022. It was agreed that flight navigation services in the Riau Islands and Natuna that the Singapore FIR previously carried out would be transferred to the Jakarta FIR. The agreement was then ratified by Presidential Regulation No. 109 of 2022 on the Ratification of the Agreement between the Government of the Republic of Indonesia and the Government of the Republic of Singapore on the Boundary Adjustment between the Jakarta Flight Information Region and the Singapore Flight Information Region (Mithalina & Risnain, 2023). The Indonesian FIR is divided into two, namely:

1.    The Jakarta FIR, which covers the western airspace of Indonesia, is managed by the Jakarta Air Traffic Services Center (JATSC) and its subordinate units and

2.    The Ujung Pandang FIR, covering the eastern part of Indonesia, is managed by the Makassar Air Traffic Services Center (MATSC) and its subordinate units.

Indonesia's airspace is directly adjacent to several other countries airspace, including Australia (Melbourbe FIR & Brisbane FIR), Sri Lanka (Colombo FIR), Singapore (Singapore FIR), Malaysia (Kuala et al. FIR), Philippines (Manila FIR), United States (Oakland Oceanic FIR), Papua New Guinea (Port Moresby FIR) and India (Chennai FIR) (Azari, 2024). During 2022, every day, AirNav Indonesia served an average of 4,210 aircraft movements, both take-off or landing and overflying flights between countries in Indonesian airspace. The number of flight routes managed by AirNav Indonesia is 181, consisting of 117 domestic and 64 international routes.

Based on the scope of operations, flight navigation services are divided into Aerodrome Control Tower (TWR), Approach Control Unit (APP), Area Control Center (ACC), Aerodrome Flight Information Service (AFIS), and Flight Information Center (FIC). Meanwhile, based on the procedure, the types of services can be divided into Aerodrome Control Tower (TWR), Approach and Area Control Procedural (APP et al.), Approach Control Surveillance (APS), Area Control Surveillance (ACS), and a combination of TWR and APP procedural (combined). A simple profile of the services provided, the location, and the typical airspace served by AirNav Indonesia is illustrated in the following figure (A. Indonesia, 2022); (ERGA, 2023).

Figure 1. Service Unit Profile

Source: Airnav Indonesia Annual Report 2022

Figure 2. Typical Airspace

Source: Airnav Indonesia Annual Report 2022

Airnav Indonesia has 28 branch offices and 34 sub-branch offices. Perum LPPNPI Medan Branch has several sub-branch offices, namely Gunung Sitoli. Table 1 shows flight traffic at Perum LPPNPI Kualanamu Branch from 2019 to 2023.

Table 1. Domestic Flight Traffic of Kualanamu International Airport

No.

Year

Total Aircraft Departure

Average

1.

2019

2630867

219238.917

2.

2020

1313501

109458.417

3.

2021

1358551

113212.583

4.

2022

2349151

195762.583

5.

2023

2543261

211938.417

Source: Central Bureau of Statistics

Figure 3. Domestic flight traffic graph

Based on data, Domestic flight traffic in 2023 has not exceeded the existing traffic limit in 2019, but traffic from 2020 to 2023 has increased slowly. In 2020-2021, the impact of COVID-19 is still very much felt, so flights are not maximized.

Table 2. International Flight Traffic of Kualanamu International Airport

No.

Year

Total Aircraft Departure

Average

1.

2019

1090904

90908.66

2.

2020

188473

15706.08

3.

2021

3150

262.5

4.

2022

415270

34605.83

5.

2023

924956

77079.66

Source: Central Bureau of Statistics

Figure 4. Domestic flight traffic graph

International flight traffic in 2023 did not exceed the existing traffic limit in 2019, but traffic from 2020 to 2023 increased slowly, just like domestic flight traffic. Based on data from the Indonesian Ministry of Transportation Directorate General of Civil Aviation, North Sumatra Province has several airports, which we can see in Table 3.

Table 3. List of Airports in North Sumatra Province

No.

ICAO

IATA

Airport Name

Category

Class

Manager

1.

WIMM

KNO

Kualanamu International

International

Class

1

PT Angkasa

Aviation Temple

2.

WIMB

GNS

Binaka

Domestic

Class

II

UPT DG

Hubud

3.

TIME

AEG

Aek Godang

Domestic

Class

III

UPT DG

Hubud

4.

WIMS

FLZ

Dr. Ferdinand

Lumban Tobing

Domestic

Class

III

UPT DG

Hubud

5.

WIMO

-

Lasondre

Domestic

Class

III

UPT DG

Hubud

6.

WIMP

SIW

Sibisa

Domestic

Satpel

BU

UPT DG

Hubud

7.

-

-

Big Jendra

Abdul Haris Nasution

Domestic

BU Satpel

UPT Ditjen Hubud

8.

WIMN

DTB

King Sisingamangaraja

XII

Domestic

Non-classroom

UPT Ditjen Hubud

Source : https://hubud.dephub.go.id/hubud/website/bandara

 

Figure 5. Kualanamu Airport Deli Serdang

Source: (Hubud.dephub.go.id, 2022)

Airnav Kualanamu Medan is an International Airport. International Airports are airports that are designated as airports serving domestic flight routes and flight routes to and from abroad (R. Indonesia, 2009). Since 2022? Kualanamu International Airport is also a Hub Airport. Hub Airports have a wide service coverage of airports that serve large numbers of passengers and cargo and affect economic development nationally or in various provinces (R. Indonesia, 2009).

The type of flight is based on the way of flight, namely instrument flight or instrument flight rules and visual flight or visual flight rules (RI, 2014). Visual Flight Rules (VFR) flight is a method of flight in which the pilot relies on visual sight for navigation rather than relying on flight instruments (Bupu, 2021); (Li et al., 2023). VFR Corridor is a flight path designed to support VFR operations, enabling more efficient and safer flights (Retno & Muchaddats, 2024); (Ahmadi et al., 2022). North Sumatra, as one of the main provinces in Indonesia, has several airports that play an important role in regional connectivity.

Current conditions in the North Sumatra region based on AIRAC AMDT 86 have 5 Segments. Not all airspace areas in North Sumatra have VFR Corridors, such as the Airport area in Sibolga and the Airport Area in Padang Sidemuan. This study aims to design a VFR Corridor connecting the main airports in North Sumatra, which will pass through several cities as a visual reference and is also equipped with latitude and longitude coordinates. The focus is on mapping the optimal path and potential for aviation development in the region.

Several airports in North Sumatra Province still lack VFR corridors, so the authors are interested in making the title Research Study Design of VFR Corridor Connecting Airports in North Sumatra Province. Based on the background description above, this study aims to design a VFR Corridor that can connect airports located in the province of North Sumatra, especially those airports that do not yet have a VFR Corridor. The benefits of this research are expected to provide a significant contribution to the aviation sector in North Sumatra Province. Firstly, by designing a VFR Corridor, this study will help enhance the safety and efficiency of flight operations, especially for general aviation and small aircraft that rely on visual navigation. Secondly, the implementation of a well-designed VFR Corridor can improve connectivity between airports, which in turn supports regional economic development by facilitating smoother and more reliable transportation of goods and passengers. Lastly, this research could serve as a reference for future studies and the development of aviation infrastructure in other regions of Indonesia, contributing to a more comprehensive and integrated national airspace system.

 

METHOD

The research method used is Research and Development (R&D). Data is collected through observation, literature study, and interviews with air traffic controller personnel Perum LPPNPI Medan Branch and experts in the field of procedure design and documentation. Data sources include laws, regulations, and ICAO documents such as Document 8168�Procedures for Air Navigation Services, Annexes, and relevant journals.

 

RESULTS AND DISCUSSION

Description of Research Object

This research focuses on the airspace area without a VFR Corridor design. Table 4 shows the latitude and longitude coordinates at 8 (eight) airports in North Sumatra Province.

Table 4. Geographical Location of the Airport

No.

Airport Name and ID

Location

ARP coordinates

Source

Latitude

Longitude

1.

Kualanamu

Deli Serdang District

03�30'16.4 "N

098�36'27.9 "E

AMDT 52/28 APR 16

2.

Binaka

Gunung Sitoli District

01�09'55.0 "N

097�42'22.0 "E

AIRAC AMDT 02/17

(02 MAR 2017)

3.

Sibisa

ID: Sibisa

Toba district

02�36'05.0 "N

098�57'47.0 "E

AIRAC AMDT 02/17

(02 MAR 2017)

4.

Dr. Ferdinand Lumbantobing

Kab. Tapanuli Tengah

01� 33' 13" LU

098� 53' 38" WEST

https://hubud.dephub.go.id/hubud/website/bandara/92

5.

Aek Godang

Padang Sidempuan District

01� 23' 56" LU

099� 25' 50" WEST

https://hubud.dephub.go.id/hubud/website/bandara/381

6.

King Sisingamangaraja XII

North Tapanuli district

02� 15' 39.93" LU

098� 59' 40.57" BT

https://hubud.dephub.go.id/hubud/website/bandara/66

7.

Lasondre

South Nias Regency

00� 01' 7.95" LS

098� 18' 01.99" BT

AMDT 03/10 NOV 06

8.

Abdul Haris Nasution

Kab. Mandailing Natal

0�56'53.0 "N

99�32'00.0 "E

https://hubud.dephub.go.id/hubud/website/bandara/383

Source: https://app-pia.airnavindonesia.co.id/navearth/

https://hubud.dephub.go.id/hubud/website/bandara

Generally, the flight process is departing, climbing, cruising, descending and landing. Of course, this process is from one airport to another. To connect from one airport to another requires an airway or route. This route is divided into 2 (two): the route to fly instrumentally and visually (Arfiansah et al., 2021). Flying instrumentally and visually has a difference. Instrumentally means relying on the aircraft's instruments, while visually means that the pilot relies on landmarks or visual reference points on the ground. Current conditions in the North Sumatra region based on AIRAC AMDT 86 have 5 Segments, namely in the following table 5:

Table 5. VFR Corridor North Sumatra Current Condition

No.

VFR Corridor

Description

1.

WONDO - INAGA

VFR Corridor connecting point INAGA (Western part of North Sumatra) with point WONDO (Soewondo Air Base)

2.

TEBIN - UPURA

VFR Corridor connecting point UPURA (Tanjung Pura) with point TEBIN (Tebing Tinggi City)

3.

UPURA - WONDO

VFR Corridor connecting point UPURA (Tanjung Pura) with point WONDO (Soewondo Air Base)

4.

KUNAM - WONDO

VFR Corridor connecting point KUNAM (Kuala Namu Airport) with point WONDO (Soewondo Air Base)

5.

KUNAM - SLG VOR/DME

VFR Corridor connecting point KUNAM (Kuala Namu Airport) with point SLG VOR/DME (Silangit Airport)

Source: AIRAC AMDT 86

In North Sumatra, as in the table Table. 5 Geographical Location of Airports above, there are 8 (eight) airports, which means there are still 3 (three) airports that have not been connected. From the data obtained from July - December 2021 to 2023, which can be seen in Table 4.3, aircraft heading to airports that have not been connected to the VFR Corridor, pilots fly directly; this condition disrupts IFR arrival aircraft whose approach follows the predetermined standard arrival (follow profile) to Kualanamu Airport and Raja Sisingamangaraja XII Airport.

Due to VFR aircraft flying directly, IFR aircraft cannot follow the arrival standard and must cancel STAR. Therefore, to anticipate this, it is necessary to design a VFR Corridor to avoid VFR aircraft flying directly or indirectly.


 

Table 6. VFR Flight Movement Data

No.

Airport Name

Location Indicator

Airport Location

IATA Code

Year

Jul - Dec 2021

2022

2023

1.

BINAKA

WIMB

SITOLI MOUNTAIN

GNS

265

580

357

2.

SISINGAMANGARAJA XII

WIMN

SILANGIT

DTB

59

61

107

3.

Dr. FERDINAND LUMBAN TOBING

WIMS

PINANGSORI, CENTRAL TAPANULI

FLZ

102

232

251

4.

LASONDRE

WIMO

TANAH MAS ISLAND, SOUTH NIAS

LSE

300

852

1052

5.

AEK GODANG

WIME

PADANG LAWAS

AEG

2

6

6

6.

SIBISA

WIMP

AJIBATA, TOBA

SIW

48

122

130

Source: KNO Airnav Data

Figure 6. VFR Corridor Current Conditions in North Sumatra

 

VFR Corridor Design

Coordinate Determination

Coordinates are determined to determine the visual reference point. In this design, coordinates are determined using tools, namely Google Earth Pro, as in Figure 7 below.

Figure 7. Determination of Coordinates with Google Earth

Table 7. Landmarks and Coordinates

No.

Point

Landmark

Coordinates

1.

Point A

Stadium Ball

N020123500 E09857576

2.

Point B

Church

N015157700 E09854513

3.

Point C

Square / Field

N014448400 E09846335

4.

Point D

Mursala Waterfall

N014130600 E09827065

5.

Point E

Bintana Island

N012839900 E09810424

6.

Point F

Binaka Airport

N011013000 E09742120

7.

Point G

Sisingamangaraja Airport

N021542600 E09859076

8.

Point H

Soccer Field

N014706400 E09907069

9.

Point I

Field

N013607800 E09916276

10.

Point J

Stadium Ball

N012152400 E09916224

11.

Point K

Aek Jorni Nature Bath

N010922400 E09925216

12.

Point L

AH Nasution Airport

N005653000 E09932000

13.

Point M

FL Lumban Tobing Airport

N013308200 E09853292

14.

Point N

Bridge

N012839500 E09904048

15.

Point O

Aek Godang Airport

N012356000 E09925500

Source: Processed Data

Coordinate Conversion to UTM (Universal Transfers Mercator)

Conversion is an activity to change coordinates from latitude/longitude to UTM using the transport tool (Chevy, 2015). This conversion is carried out with the aim of reading the coordinates specified during the drawing using Autocad. As in Figure 8.

Figure 8. Conversion Process

Plotting Process

The plotting process uses an application on the Autocad web. In this process, each visual reference point or landmark coordinate obtained is entered so that the VFR Route image will appear, as shown in Figure 9. After the VFR Route is drawn, continue to draw the protection area to the right and left of the VFR Route of 5 NM each. The results of this process will produce a VFR Corridor image (Rachman et al., 2021).

Figure 9. VFR Route Drawing Process

Drawing Track and Distance

Calculating track/direction and distance/distance from each coordinate using Compsyss tools. An example image in the picture below

Figure 10. Track and Distance Calculation Process

Table 8. Track and Distance of Sisingamaraja Airport to Binaka Airport

No.

Point Landmark

Track

Distance

1.

Point G to Point A (VV)

184 degrees

004 degrees

14.3 NM

2.

Point A to Point H (VV)

147 degrees

327 degrees

16.9 NM

3.

Point H to Point I (VV)

139 degrees

319 degrees

14.3 NM

4.

Point I to Point J (VV)

180 degrees

360 degrees

14.1 NM

5.

Point J to Point K (VV)

144 degrees

324 degrees

15.3 NM

6.

Point K to Point L (VV)

151 degrees

331 degrees

14.1 NM

Source: Processed Data


 

Table 9. Track and Distance of Sibolga to Aek Godang Segment Route

No.

Point Landmark

Track

Distance

1.

Point C to Point M (VV)

149 degrees

329 degrees

13.5 NM

2.

Point M to Point N (VV)

112 degrees

292 degrees

11.5 NM

3.

Point N to Point J (VV)

118 degrees

298 degrees

14.0 NM

4.

Point J to Point O (VV)

077 degrees

257 degrees

9.7 NM

Source: Processed Data

Design Results

After all the design processes, the next step is to name each point. In giving names following the five letter name code (5LNC) rules in the ICAO 8168 document, for example, KODAP. KODAP is a significant point not characterized by the location of radio navigation facilities and is therefore given a pronounceable five-letter name code. (ICAO, 2018)The naming also considers the location or place of the point coordinates of the nearest city/district; the point is to make it easier for pilots to recognize the route. Point naming can be seen in Table 10 below.

Table 10. Five Letter Name Code Point Naming

No.

Point

Coordinates

Five Letter Name Code (LNC)

1.

Point A

N020123500 E09857576

TARUT

2.

Point B

N015157700 E09854513

COTTON

3.

Point C

N014448400 E09846335

BOLGA

4.

Point D

N014130600 E09827065

MURSA

5.

Point E

N012839900 E09810424

BINTA

6.

Point F

N011013000 E09742120

NIS

7.

Point G

N021542600 E09859076

SLG

8.

Point H

N014706400 E09907069

PAHAE

9.

Point I

N013607800 E09916276

PIROK

10.

Point J

N012152400 E09916224

SIDEM

11.

Point K

N010922400 E09925216

JORNI

12.

Point L

N005653000 E09932000

NASUT

13.

Point M

N013308200 E09853292

SIX

14.

Point N

N012839500 E09904048

TORRE

15.

Point O

N012356000 E09925500

GODAN

Source: Processed Data

Furthermore, the naming of Five LNC is outlined in Table 11, Table 12, and Figure 4.6 of the design results.

Table 11. Segment A Track and Distance Sisingamaraja Airport to Binaka Airport

No.

Point Landmark

Track

Distance

1.

Point TARUT to Point KOTIN (VV)

198 degrees

018 degrees

9.8 NM

2.

Point KOTIN to Point BOLGA (VV)

229 degrees

049 degrees

10.9 NM

3.

Point BOLGA to Point MURSA (VV)

260 degrees

080 degrees

19.7 NM

4.

Point MURSA to Point BINTA (VV)

232 degrees

052 degrees

20.8 NM

5.

Point E BINTA to Point NIS (VV)

237 degrees

057 degrees

33.9 NM

Source: Processed Data

Table 12. Segment B Track and Distance Table Sisinggamaraja Airport to AH Nasution Airport

No.

Point Landmark

Track

Distance

1.

Point SLG to Point TARUT (VV)

184 degrees

004 degrees

14.3 NM

2.

Point TARUT to Point PAHAE (VV)

147 degrees

327 degrees

16.9 NM

3.

Point PAHAE to Point PIROK (VV)

139 degrees

319 degrees

14.3 NM

4.

Point PIROK to Point SIDEM (VV)

180 degrees

360 degrees

14.1 NM

5.

Point SIDEM to Point JORNI (VV)

144 degrees

324 degrees

15.3 NM

6.

Point JORNI to Point NASUT (VV)

151 degrees

331 degrees

14.1 NM

Source: Processed Data

Table 13. Segment C Track and Distance Table Sisinggamaraja Airport to AH Nasution Airport

No.

Point Landmark

Track

Distance

1.

Point BOLGA to Point SIX (VV)

149 degrees

329 degrees

13.5 NM

2.

Point Six to Point TOROE (VV)

112 degrees

292 degrees

11.5 NM

3.

Point TOROE to Point SIDEM (VV)

118 degrees

298 degrees

14.0 NM

4.

Point SIDEM to Point GODAN (VV)

077 degrees

257 degrees

9.7 NM

Source: Processed Data

Figure 11. VFR Corridor Design of North Sumatra Airport

 

CONCLUSION

This research concludes that the existing VFR Corridor in North Sumatra Province does not currently connect the eight airports in the region. However, through this study, a new VFR Corridor design has been proposed, consisting of three segments that effectively link these airports. The new design provides a structured pathway for VFR aircraft, ensuring they can navigate the corridor rather than flying directly between airports. Additionally, the proposed VFR Corridor design is carefully planned to ensure that the movements of VFR aircraft will not interfere with IFR operations, particularly those following the Standard Terminal Arrival Routes (STAR) at Kualanamu Airport in Medan and Sisingamangaraja Airport. This design aligns with the research objectives of enhancing connectivity and ensuring safe and efficient air traffic management in the region..

 

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