• Title/Summary/Keyword: Runway

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A Study on Evaluating the Applicability of Trapezoidal-shaped Grooves to Airport Runways (사다리꼴 형상 그루빙의 공항 활주로 적용성 평가 연구)

  • Cho, Nam-Hyun;Kim, Dong-Chul;Phi, Seung-Woo;Shin, Joong-Ha
    • Journal of the Korean Society for Aviation and Aeronautics
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    • v.29 no.4
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    • pp.78-87
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    • 2021
  • This study is to evaluate the applicability and performance of trapezoidal-shaped grooves on domestic airport runways. For this, the constructability, drainage performance, and friction resistance characteristics of trapezoidal-shaped grooves compared to square-shaped grooves were evaluated through test construction on pavement at Incheon Airport. As a result of the test construction, the trapezoidal-shaped grooves satisfies the required geometry standards and tolerance, and secured a macrotexture that was 25% improved compared to the square-shaped grooves. It was confirmed that trapezoid-shaped grooves secured drainage performance of more than 7-9%, and surface friction performance improved compared to existing grooves when the surface of the pavement was wet as the test speed increased in the dry state. In addition, after trapezoidal-shaped grooves was installed on the RWY 16R/34L of Incheon Airport, the friction coefficient was 0.84, which satisfies the design level of the new runway surface of 0.82 at the test speed.

Degradation of roller compacted concrete subjected to low-velocity fatigue impacts and salt spray cycles

  • Gao, Longxin;Lai, Yong;Zhang, Huigui;Zhang, Jingsong;Zhang, Wuman
    • Advances in concrete construction
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    • v.12 no.5
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    • pp.411-418
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    • 2021
  • Roller compacted concrete (RCC) used in the island reef airport runway will be subjected to the coupling actions of the fatigue impacts and the salt spray cycles, which will accelerate the deterioration of runway concrete and even threaten the flight safety. A cyclic impact testing machine and a climatic chamber were used to simulate the low-velocity fatigue impact and the salt spray cycles, respectively. The physical properties, the microstructures and the porosity of RCC were investigated. The results show the flexural strength firstly increases and then decreases with the increase of the fatigue impacts and the salt spray cycles. However, the decrease in the flexural strength is significantly earlier than the compressive strength of RCC only subjected to the salt spray cycles. The chlorine, sulfur and magnesium elements significantly increase in the pores of RCC subjected to 30000 fatigue impacts and 300 salt spray cycles, which causes the decrease in the porosity of RCC. The coupling effects of the fatigue impacts and the salt spray cycles in the later period accelerates the deterioration of RCC.

A Study on the Pressure Patterns that Causes Bidirectional Tailwind on the Runway of Jeju International Airport (제주국제공항 활주로에 양배풍을 유발하는 기압 패턴에 관한 연구)

  • Jinho Cho;Kangmin Lee;Hojong Baik;Janghoon Park
    • Journal of the Korean Society for Aviation and Aeronautics
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    • v.31 no.3
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    • pp.93-102
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    • 2023
  • Jeju International Airport is characterized by the occurrence of low-level windshear due to its location, surrounding terrain, and its weather characteristics. Especially the low-level windshear accompanied by tailwinds on both sides of the runway i.e., bidirectional tailwind, is a hazardous weather phenomenon with unique characteristics that are difficult to find at any other airports. This study focuses on bidirectional tailwind occurrence at Jeju International Airport in 2020-2021. As a result, characteristic pressure patterns of the types that cause bidirectional tailwind was identified as it was possible to categorize strong wind types such as 1) strong southwest wind, 2) strong east wind, and 3) strong northwest wind, which do not cause bidirectional tailwind, and wind direction variation types such as 4) bidirectional tailwind, and 5) south wind followed by southwest wind, which cause bidirectional tailwind. The results of this study are expected to contribute to improving aviation safety by enabling aviation operators to predict and take appropriate safety measures based on their understanding of the causes and characteristics of bidirectional tailwind.

A Study on the Growth of Air Cargo Volume and the Development Plan for Regional Airport Focusing on Cheonng-Ju Int'l Airport (항공화물 활성화를 위한 정책분석과 지방공항 발전방안 연구: 청주국제공항을 중심으로)

  • Won-Tae Park;Yeon-Young Sung;Sung-Sik Park
    • Journal of the Korean Society for Aviation and Aeronautics
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    • v.32 no.2
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    • pp.112-123
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    • 2024
  • Responding to rapid changes of global supply chain and fast increasing air cargo volume and demand for e-commerce market, this paper researched the development plans for regional airport specially focused on air cargo logostics through policy research. According to this research, political implications and development plans for Cheong Ju airport (CJJ) to become a part of global supply chain, a regional air cargo hub. Firstly, it is necessary to increase the length of the existing runway from 2,744m to 3,200m or to develop 3rd runway only for a civil aircraft use. Secondly, it is inevitable to develop new air cargo terminal to handle and export such high value-added products as semi-conductor or rechargeable battery through airport. In addition, facing re-shoring trends among global supply chain, CJJ can increase its air cargo volume and also provide feeder service to Incheon airport, inducing global distribution center near airport site.

Soil amendment for turfgrass vegetation of the Incheon International Airport runway side on the Yeongjong reclaimed land (인천국제공항 착륙대 잔디 식재 지반 조성을 위한 영종도 매립 토양 개량)

  • Yoo, Sun-Ho;Jeong, Yeong-Sang;Joo, Young-Kyu;Choi, Byung-Kwon;Wu, Heun-Young;Lee, Tae-Young
    • Korean Journal of Soil Science and Fertilizer
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    • v.35 no.2
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    • pp.93-104
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    • 2002
  • A field survey and experiment was conducted from 1996 to 1998 to develop rational technology for turfgrass vegetation of runway side of Incheon International Airport on the reclaimed tidal land in Young-Jong Island. Backfill of the experimental site was finished on August 1995. The experimental site was 8 ha located in the middle of the construction place for the main parking lot in front of the terminal building construction. The experimental field was drained by main open ditch, and divided three main plots, no subsurface tile drain, subsurface tile drain spacing with 22.5m, and with 45 m, respectively. The 17 sub plots were designed to test the effect of soil covering with red earth loam by 5 cm and 20 cm depth, application of chemical compound fertilizers and livestock manures, dressing of artifical soils and hydrophylic soil conditioners. The tested turfgrasses were three transplanting indigenous turfgrasses, Zoysia koreana, Zoysia sinica and Zoysia japonica, and two hydroseeding mixed exotic turgrasses, cool type I(tall fescue 30%, kentucky blue grass 40%, perenial ryegrass 30%), and cool type II(tall fescue 40%, perenial ryegrass 20%, fine fescue 20%, alkaligrass 20%). The soil backfilled with dredged seasand was sand textured with high salt concentration and low fertility. The soil showed high pH, low organic matter and low available phophate contents. The percolation rate was fast with high hydraulic conductivity. Desalinization was fast after installation of the main open drainage system. No subsurface tile drainage effect was found showing little difference in turfgrass growth. The covering and visual growth of turfgrasses were the best in the 20-cm soil covering with compound fertilizer treatment. The covering and visual growth of turfgrasses were satisfactory in the 5 cm soil covering with compound fertilizer treatment and with livestock manure treatments. The hydrophillic soil conditioner treatments were effective but expensive at present. The coverage and visual quality of turfgrasses were good for Zoysia koreana and Zoysia japonica. The coverages of turfgrasses by the hydroseeding with the mixed exotic turfgrasses were less than transplanting of native turfgrasses. In conclusion, for the runway side vegetation purposes, the subsurface tile drainage might not necessary as main open ditch drainage be sufficient due to fast percolation rate of the backfilled dredged seasand. The 5 cm soil covering with red earth might be sufficient for the runway side, but the 20 cm soil covering might be necessary for the runway side where high density of turfgrass coverage was necessary to protect from the airplance air blow.

Height perception of large airplane pilots during landing flare (대형 비행기 조종사의 착륙 조작 시의 높이지각)

  • Kim, Yong-Seok;Sohn, Young-Woo;Park, Soo-Ae;Kim, Chil-Young
    • Science of Emotion and Sensibility
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    • v.10 no.4
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    • pp.539-554
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    • 2007
  • Pilots of large airplanes have to land their airplanes with insufficient visual information because of high approach speed, high vertical velocity and high location or altitude of the cockpits from the runway intending to touch down. This study verifies that, due to the insufficient information, large airplane pilots can't exactly perceive height of their airplanes during the flare. Study 1 explored whether it's possible for the pilots to accurately perceive height with the static visual cues only. We showed them pictures of the runway taken from the pilot's pionts of view and asked them to assess the height of the airplanes. They determined exact height of the airplanes at the height of 85 feet, but they could not, at lower than 55 feet which is the flare preparation altitude. Study 2 explored whether it's possible for the pilots to accurately perceive height when dynamic cues were added to the static visual cues. We showed them videos of the runway taken from the pilot's pionts of view. With more cues they determined exact height of the airplanes at the height of 50 feet, but they could not, at the altitude of lower than 30 feet which is the flare altitude. As experience is believed to be a major factor which affects interpretation of the visual cues, we compared the accuracy of the assessment of the experienced captions and that of the in-experienced first officers. We found there was no significant difference between them.

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공항포장 요철측정시스템 개발

  • Kim, Jong-Ho;Mun, Hyeong-Cheol;Kim, Tae-Hun;Gwak, Pyeong-Jin
    • 한국도로학회지:도로
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    • v.17 no.3
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    • pp.54-60
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    • 2015
  • 개발 시스템은 실용적 측면에서는 기존 수동형 장비에 비해 최대 20배(기존 2km/h, 개발장비 40km/h) 효율성을 향상시켰다. 국제민간항공기구(ICAO) 에서 권고하고 있는"Runway Surface evenness"에 대응할 수 있는 시스템을 개발하였으며, 개발 시스템은 국내 외 공항포장관리에 적용할 수 있는 시스템으로써 유관기관과 협력하여 향후 국내 외 장비시장에 진출할 수 있는 기술을 확보하였다.

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EMC between Railway and Airplane Equipments (철도와 항공설비간의 EMC)

  • Han, Moon-Seob;Kim, Ju-Rak;Lee, Chang-Mu
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1407-1412
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    • 2007
  • This study examined EM compatibility between noise from electric railway and signal of ILS in the case that an AC double track system is located about 1km far from end zone of runway at the airport. ILS is the most major equipment to help give airplane route during the landing.

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Design and Implementation of Synchronization Unit for AeroMACS System (AeroMACS 시스템을 위한 동기화기 설계)

  • Jang, Soohyun;Lee, Eunsang;Jung, Yunho
    • Journal of Advanced Navigation Technology
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    • v.18 no.2
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    • pp.142-150
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    • 2014
  • In this paper, the performance analysis results of time/frequency synchronization and cell search algorithm are presented for aeronautical mobile airport communication systems (AeroMACS). AeroMACS is based on IEEE 802.16e mobile WiMAX standard and uses the aeronautical frequency band of 5GHz with the bandwidth of 5MHz. The simulation model of AeroMACS is designed and the performance evaluation is conducted with the various airport channel models such as apron (APR), runway (RWY), taxiway (TWY), and park (PRK). The proposed synchronization unit was designed in hardware description language (HDL) and implemented on FPGA. Also, the real-time operation was verified and evaluated using FPGA test system.