• Title/Summary/Keyword: 부산 신항 개발

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A Study on the Demand Analysis of Sharable Resources in the Busan New Port Container Terminal (부산신항 컨테이너터미널 내 공유가능 자원들의 수요분석 연구)

  • Nam, Jung-Woo;Sim, Min-Seop;Cha, Jae-Ung;Kim, Joo-Hye;Kim, Yul-Seong
    • Journal of Navigation and Port Research
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    • v.45 no.4
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    • pp.186-193
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    • 2021
  • To enhance the competitiveness of the Busan Port in accordance with changes in global shipping and port industry trends, the Busan New Port is promoting step-by-step integration and developing a port resource-sharing platform. However, inefficient resource-sharing can cause unnecessary additional costs or impede port productivity, so accurate supply and demand matching of shared resources is required. In this study, the supply and demand of port resources were investigated for employees of Busan New Port and North Port, and port resources that could be ideally shared through IPA(Importance Performance Analysis) were analyzed. As a result of analyzing the equipment in the port, Yard Tractor, Reach Stacker, and Top Handler were the top considerations, and for facilities in the port, berths and aprons, empty container yards, and refrigerated container yards were the most important considerations. As for the data in the port, gate status, equipment specifications, and berth and apron conditions were the top considerations.

A Study on the Management and Measures of Water Quality Effect in the Closure Area (폐쇄성 정체수역의 수질영향에 대한 관리방안 연구)

  • Kim, Jong Min;Kang, Nam Hyeok;Ku, Tae Geom;Kim, Young Do
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.138-138
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    • 2019
  • 진해 용원해역은 부산 신항 개발사업의 일환으로 추진된 북 부두조성 사업 및 항만 배후단지 조성사업으로 전면 해역이 매립되어 원활한 해수흐름이 차단되고 송정천 하구 지점의 견마도 북쪽 통로를 이용한 선박이동만이 가능한 좁고 긴 수로형태로 변형된 국내에서 이례적인 폐쇄성 수역으로 변형되었다. 용원수로의 평균 너비는 약 100 m, 길이는 3,600 m정도로 세장비가 아주 큰 수로에 해당되며, 용원수로의 조석 유입유출은 뚜렷한 일차원적 흐름으로 간주할 수 있으며 입구에서 용원수로 내부로 갈수록 조석유입은 점진적으로 감소하여 흐름이 정체되는 양상을 보이고 있다. 이로 인한 지형적, 물리적 특성 때문에 외해와의 해수교환이 제한되어 적은 양의 오염물질이 유입되어도 유입부하가 지속될 경우 수로 바닥에 축적될 가능성이 매우 크며, 이는 수질에 대한 악영향을 끼칠 수 있다. 따라서 폐쇄성 수역인 용원수로를 장기간 모니터링하고 수질에 끼치는 영향을 파악하여 적절한 관리방안을 마련하는 것이 중요하다고 볼 수 있으며, 본 연구에서는 과거 축적된 수환경 자료와 실제로 용원수로 내에서 측정된 자료들을 기반으로 수질변화에 대한 시 공간적인 양상을 분석하였다. 또한 용원수로로 유입되는 토구를 전수조사하고, 강우시와 비강우시 토구 모니터링을 통해 육상에서 기인하는 오염원을 분석하였으며, 용원수로 내에 유입된 오염물질 거동 분석을 위해 추적자 실험을 실시하였다. 특히 용원수로 내 오염도가 높은 내측지점에서 추적자 투입하여 드론 영상을 통해 그 거동을 분석하고, 수로 내로 유입되는 오염원을 조사하여 폐쇄성 정체수역에서의 수질영향을 분석하였다. 이를 바탕으로 용원수로 내 수질영향에 대한 관리방안을 모색하고자 하였다.

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A Study on Yard Truck Dispatching Model in Container Terminal (컨테이너터미널 야드 트럭 배차 모형에 관한 연구)

  • Jae-Young Shin;Hyoung-Jun Park;Su-Bin Lee
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2022.06a
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    • pp.385-386
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    • 2022
  • Currently, global developed countries in shipping and logistics establish smart ports by introducing various digital technologies such as automated terminals and sharing platforms. This means that the importance of efficiency throughout the port by improving resource utilization efficiency and minimizing work idle time is increasing. Therefore, this study proposes a yard truck dispatching method of improving resource utilization efficiency. And we analyze the problems of the existing dispatching rules and develop Y/T dispatching algorithm that comprehensively considers related constraints. In addition, the simulation takes into account the terminal congestion based on the operation data of the Busan New Port, it is conducted using the existing dispatch method and developed Y/T dispatching algorithm. And the operational effects of analysis result are evaluated.

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Development of Composite Geo-Material for Recycling Dredged Soil and Bottom Ash (준설토와 Bottom Ash 재활용을 위한 복합지반재료 개발)

  • Kim, Yun-Tae;Han, Woo-Jong;Jung, Du-Hwoe
    • Journal of the Korean Geotechnical Society
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    • v.23 no.11
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    • pp.77-85
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    • 2007
  • This paper investigates the mechanical characteristics of composite geo-material which was developed to reuse both dredged soils and bottom ash. The composite geo-material used in this experiment consists of dredged soil taken from the construction site of Busan New Port, cement, air foam and bottom ash. Bottom ash is a by-product generated at the Samcheonpo thermal power plant. Several series of laboratory tests were performed to investigate behavior characteristics of composite gee-material, in particular the reinforcing effect by mixing bottom ash. The experimental results of composite geo-material indicated that the stress-strain relationship and the unconfined compressive strength are strongly influenced by mixing conditions. Especially it was observed that the compressive strength of composite geo-material increased with an increase in bottom ash content due to reinforcing effect by the bottom ash. Compressive strength of composite geo-material increased with the increase in curing time. The 28-day strength of composite geo-material is $1.7{\sim}1.8$ times higher than the 7-day strength. The moist unit weight strongly depended on air-foam content as well as bottom ash content added to the composite goo-material. In composite geo-material, secant modulus ($E_{50}$) also increased as its compressive strength increased due to the inclusion of bottom ash.

A study on the wire reduction design and effect analysis for the train vehicle line (화물열차 분산제어시스템 개발에 관한 연구)

  • Lee, Kangmi;Lee, Jaeho;Yoon, Yong-Ki
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.12
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    • pp.778-784
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    • 2017
  • In this paper, we propose wired and wireless distributed control systems designed to improve the freight logistics efficiency and verify wired distributed control systems. The verification condition required that 50 cargo vehicles be connected and operated to travel 21 km from Busan Sinhang station to Jinlye Station at an average speed of about 100km/h. The verification results show that the traction output and braking output of the control and controlled cars are dispersed by the wired distributed control system. The application is expected to more than double the efficiency of the logistics compared to the existing freight transportation system. However, in the case of the wired distributed control system, cable installation and maintenance are difficult, and it is impossible to change the combination of freight vehicles. Through the verification of the wired distributed control system, the applicability of distributed control systems to freight vehicles in Korea was confirmed and the system was further developed to produce a wireless distributed control system. In order to apply the wireless distributed control system, a propagation environment analysis for the ISM band was performed in the testbed and, as a result, it was confirmed that Wifi technology using the ISM band could be utilized. In order to use the WDP (Wireless Distributed Power) devices newly installed in the target vehicles, the transmission / reception control signals associated with the propulsion / braking / total control devices are defined. In the case of wireless distributed control systems, the convenience of their application and operation is guaranteed, but reliability and emergency safety measures should because of the dependence of the control of the vehicle on radio signals.

Blade Type Field Vs Probe for Evaluation of Soft Soils (연약지반 평가를 위한 블레이드 타입 현장 전단파 속도 프로브)

  • Yoon, Hyung-Koo;Lee, Chang-Ho;Eom, Yong-Hun;Lee, Jong-Sub
    • Journal of the Korean Geotechnical Society
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    • v.23 no.12
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    • pp.33-42
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    • 2007
  • The assessment of shear wave velocity($V_s$) in soft soils is extremely difficult due to the soil disturbances during sampling and field access. After a ring type field $V_s$ probe(FVP) has been developed, it has been applied at the southern coastal area of the Korean peninsular. This study presents the upgraded FVP "blade type FVP", which minimizes soil disturbance during penetration. Design concerns of the blade type FVP include the tip shape, soil disturbance, transducers, protection of the cables, and the electromagnetic coupling between transducers and cables. The cross-talking between cables is removed by grouping and extra grounding of the cables. The shear wave velocity of the FVP is simply calculated by using the travel distance and the first arrival time. The large calibration chamber tests are carried out to investigate the disturbance effect due to the penetration of FVP blade and the validity of the shear waves measured by the FVP. The blade type FVP is tested in soils up to 30m in depth. The shear wave velocity is measured every 10cm. This study suggests that the upgraded blade type FVP may be an effective device for measuring the shear wave velocity with minimized soil disturbance in the field.