• Journal of Navigation and Port Research
• /
• v.30 no.10 s.116
• /
• pp.825-831
• /
• 2006

This research does by purpose that present safe navigation plan for ships during doing dredging construction with dredger crossing waterway of Gadeok Dredging operations need to build sunken tunnel that cross the bottom of the sea under waterway of Gadeok for access road construction between Busan- Geoje. Accordingly, dredger must cross and dredge waterway of Gadeok fatally. There is possibility of marine accident of collision for latent danger situation of ships to navigate waterway of Gadeok relatively. Therefore, safe navigation plan of ship is groped in reply and its countermeasure is presented. Firstly, navigating traffic in daytime was forecasted less than 20% of its maximum capacity through estimating the traffic volume and traffic congestion The proposal was presented to execute dredging operations in three-step and to establish temporary waterway after reviewing waterway design principles. The role of VTS center was emphasized in the new Busan Port, lastly.

• Proceedings of the KSR Conference
• /
• 2010.06a
• /
• pp.1486-1491
• /
• 2010

Recently, the frequency and magnitude of the earthquake have increased. The structural safety of the public facilities such as bridges and tunnels etc. which were not concerned for earthquake resistant design are increased. Fiber reinforcement polymer that has been frequently studied for seismic retrofit has advantage as seismic reinforcement material, but it has disadvantage of the brittleness. Therefore, the investigation of safety and seismic reinforcement are required. In this study, new FRP-ductile material layered composites proposed to seismic performance reinforced of subway tunnel. Tensile test of FRP-ductile material layered composites showed that Maximum tensile force of FRP-ductile using Aluminum is similar to existing FRP reinforcement material and maximum strain was increased. In case of application of domestic subway tunnel which need ductility, layered composites of FRP-Aluminum is estimated effectively for increase of seismic performance.

• The KIPS Transactions:PartC
• /
• v.11C no.1
• /
• pp.11-20
• /
• 2004

Mobile IP is designed to provide IP services to roaming nodes. Mobile users take advantage of this protocol to obtain the services as if they were connected to their home network. In many cases mobile users is connected through a wireless link and is protected by corporation's firewall in virtual Private network. In order to have a successful deployment of Mobile IP as an extension of a private network, security services should be provided as if the mobile node were attached to its home network. In this paper, we propose the security mechanism of combining Mobile IP and IPSec tunnels, which can provide secure traversal of firewall in a home network. The simulation results show that the proposed mechanism provides the secure and efficient communication.

• Fire Science and Engineering
• /
• v.22 no.5
• /
• pp.55-60
• /
• 2008

In this study, we conducted an FDS numerical simulation for the purpose of carrying out a basic assessment of the usefulness of the water spray for fire extinguishing. We analyzed the effect of securing the stability in temperature and smoke density in case of fire according to fire intensities (20MW, 50MW) and changes in wind speed. When there was no wind speed in tunnels, it was effective in securing the safety of people because the cooling effect of the water spray system had an excellent effect on reducing temperatures and smoke densities there. The higher a fire intensity is, the less effect it has on reducing smoke flows. When an air current exists in tunnels, its cooling effect disturbs the smoke stratification and lowers the visibility degree during evacuation. Therefore, the water spray for fire extinguishing should be put into action only after people take shelter during fire.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.14 no.6
• /
• pp.85-92
• /
• 2010

Recently the earthquake occurrences in Korea are likely to increase. Therefore, the facilities such as bridges and tunnels under the unexpected earthquakes need to be enhanced. Especially most of the subways previously built before 1988 have not been seismically designed, so their seismic safety requirements are required to be inspected and/or reinforced. In this study, the seismic reinforcement using FRP-ductile material layered composites was proposed to reinforce for the subway columns. Material properties of FRP-ductile material layered composites were calculated by laboratory tests considering the laminated conditions of the composites. Numerical simulations were performed using the experimental results of the specimens and the calculated properties of the composites. Seismic performance varied according to the types of composites: ductile material, number of layers, fiber orientations.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2021.06a
• /
• pp.418-418
• /
• 2021

신월 빗물저류배수시설은 2010년 집중호우로 침수피해가 발생한 강서구 및 양천구의 저지대 침수문제 해결을 위해서 양천구의 지하 50m 깊이에 설치한 직경 10m, 길이 3.6km, 저류량 32만톤 규모의 지하 대심도 저류 터널이다. 해당 시설은 강우 발생시 유역의 중상류 하수관에서 횡월류 수문을 통해 우수를 저류터널로 유입 및 저류하고, 하류에 위치한 목동 빗물펌프장과 연계하여 배수할 수 있도록 구성되어 있다. 현재 시설의 운영은 유입부 인근에 설치된 수위계를 통해 수문 가동 여부를 판단하고 있으며, 운영 기준 및 매뉴얼은 서울기술연구원에서 지속적인 모니터링을 통해 고도화하고 있다. 본 연구의 목적은 실측 수위 기반의 신월 빗물저류배수시설 운영을 자동화하기 위한 방편으로, 딥러닝 기반의 RNN, LSTM, GRU 등의 알고리즘을 이용하여 유입부 관거 수위를 예측하는 모델을 개발하는 것을 목표로 하였다. 모델의 개발 및 검·보정을 위해 2010년부터 유역 내 구축되어 있는 강우 및 하수관 수위 자료와 목동 빗물펌프장 운영자료를 활용하였다. 현재 신월 빗물저류배수시설은 2020년 5월 준공되어 절대적인 자료 축적 기간이 부족하기 때문에, 향후 지속적인 강우-수위 모니터링을 통해 모델을 고도화하여 시설의 운영에 활용할 수 있도록 개선해 나갈 예정이다.

• Journal of Korean Society for Geospatial Information Science
• /
• v.24 no.1
• /
• pp.17-24
• /
• 2016

At present, summer cloudburst and local torrential rainfalls have increased in this country, because of climatic change. Therefore, studies on prevention of soil loss have been actively proceeded, and Korea Forest Service has offered landslide hazard map. Landslide hazard map divides risks into 5 classes, by giving weight with 9 kinds of elements. In August 25 2014, soil loss occurred in the whole Oryun Tunnel, Geumjeong-gu, Busan, because of local torrential heavy rain. As a result of comparing with landslide hazard map, the area where soil loss occurred in reality is a safety zone on hazard map. Rainfall, soil map, geological map, forest type map, gradient, drainage network, watershed, basin shape, and efflux of the whole Oryun Tunnel where soil loss occurred were analyzed. As a result of an analysis, it is judged that soil, forest type, much efflux and peak discharge, degree of water network and basin shape of a place where landslide occurred are causes of soil loss. It is judged that efflux, peak discharge, and basin shape by the localized rainfall that is not considered in landslide hazard map of them are the biggest causes of soil loss. It is judged that efflux, peak discharge, degree of water network and basin shape by the rainfall are important through a study on a causual analysis on soil loss in the whole Oryun Tunnel where is one of occurrence area where a lot of propertywere lost by the record local torrential rainfalls. A localized torrential downpour should be prepared by considering these elements on judgement of a landslide hazard area.

• The Journal of the Korea Contents Association
• /
• v.12 no.1
• /
• pp.68-79
• /
• 2012

Korea was followed by a rapid increase in road construction investment in late 1980s with the help of strong economic conditions. As a result of such investment, it will be expected that there must be a rapid increase in demand for maintenance or rehabilitation of the facilities after 2010. We are developing asset management information systems for enhancing user's satisfaction and innovating the facility management techniques within a limited budget. We suggested the assessment items for the Level of Service for tunnel facility's operation and maintenance(O&M), in this study. We have surveyed for the importance of assessment items by considering both user's viewpoints and facility management agency's viewpoints. We came to realize the relative importance of the items based on this survey using the Analytic Hierarchy Process(AHP) method proposed by Satty. The relative importance of assessment items in terms of the user's viewpoint was identified in descending order such as safety, mobility, accessibility, convenience, O&M efficiency, comfort, rural revitalization, environment, and information. Also, the importance of the items in terms of the management agency's viewpoint was identified in descending order such as safety, mobility, accessibility, environment, rural revitalization, convenience, O&M efficiency, information, and comfort. It means that safety of tunnel facilities is more important than mobility, although which is the basic function of the road facility, both in agency's and user's concern. Therefore, the agencies have to pay more attentions and efforts to ensure safety of tunnel facilities when they establish the investment plans for the tunnel facility O&M.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.24 no.6
• /
• pp.659-677
• /
• 2022

Hydrogen is emerging as a next-generation energy source and development and supply of FCEV (hydrogen fuel cell electric vehicle) is expected to occur rapidly. Accordingly, measures to respond to hydrogen car accidents are required and researches on the safety of hydrogen cars are being actively conducted. In this study, In this study, we developed a hydrogen car accident scenarios suitable for domestic conditions for the safety evaluation of hydrogen car in road tunnels through analysis of existing experiments and research data and analyzed and presented the hazard distance according to the accident results of the hydrogen car accident scenarios. The accident results according to the hydrogen car accident scenario were classified into minor accidents, general fires, jet flames and explosions. The probability of occurrence of each accident results are predicted to be 93.06%, 1.83%, 2.25%, and 2.31%. In the case of applying the hydrogen tank specifications of FCEV developed in Korea, the hazard distance for explosion pressure (based on 16.5 kPa) is about 17.6 m, about 6 m for jet fire, up to 35 m for fireball in road tunnel with a standard cross section (72 m²).

• Journal of Korean Society of Disaster and Security
• /
• v.14 no.3
• /
• pp.51-63
• /
• 2021

This study is for the quality improvement of water-sealing & reinforcement grouting in tunnel of the construction of the underground transportation network underneath the city. Existing tunnel grouting process did not technically utilize P~q~t charts fully. It is due to the absence of technical methods to decide how P~q~t charts change in the presence of trouble and what the change represents in grouting. There were no standards to decide which chart pattern represents which ground characteristics, how to categorize ground types, and how to take measures according to the standards. This paper studies on the grouting type, ground characteristics, ground type categorizing method, and countermeasures for both general and algorithm-processed grouting in soil and rock layer to address the aforementioned problems. Newly improved P~q~t charts from grouting in soil was categorized into six different types. Different characteristics and categorization method was developed for each type. Countermeasures for each type of grouting process were developed so that on-site application can be readily available. Improved P~q~t charts for rock layer also have six different types of grouting. Each type was given the countermeasures for rock layer grouting process for easier applications. Therefore, it is expected to be used through out the entire process of grouting from preparation to the last report of the water-sealing & reinforcement grouting in tunnel of the construction of the underground transportation network underneath the city.