• The Journal of Engineering Geology
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• v.11 no.1
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• pp.37-50
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• 2001

Through the modeting study on the groundwater now system around the underground stockpile site of crude oil near Seoul, we carried out the research on the influence of the groundwater yield near the site, the effect of the water curtain construction in order to reduce the influence of water yield, and the realized case study by measuring the water level change after the construction of the water curtain. For the simu1ation of the water yield and the water curtain, the nwnerical analysis code, MODFLOW has been utilized. Groundwater levels of the observation wells which were established to observe the hydraulic head around underground oil storage cavern of the study area have been changed in the range of from EL.+30 to +60 meter, while the simulation study revealed that groundwater levels changed in the range of from EL.+20 to +5Om. The hydrogeological condition of the underground oil storage cavern becomes stable by injection water to maintain the groundwater level around the cavern. The result shows the proper input of the hydrogeological factors helps the management to be effective for the oil stockpile site.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.6
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• pp.2285-2291
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• 2013

In this study, daily based groundwater recharge was estimated under unsteady state by using groundwater table fluctuation model developed by Kim et al. (2013). This technique analyzes groundwater variation characteristics by using reaction factor related with groundwater flow and specific yield related with recharge. For the application of this model, measured groundwater level at JD Yongdam 1 and JW Konghang for 5 years were used. This model can estimate daily based groundwater recharge and the computed groundwater levels showed good agreement with measured groundwater levels. At JD Yongdam 1 and JW Konghang, the estimated recharges (rates) were 520.4~904.0mm (32.7~61.8%) and 447.4~633.4mm (24.0~45.1%), respectively. The developed model can be suggested as an efficient and precise method to estimate daily based groundwater recharge by using groundwater level data.

• The Journal of Engineering Geology
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• v.19 no.2
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• pp.227-233
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• 2009

Most of hydrological processes of groundwater recharge generally are occupied a rainfall, and recharged an aquifer along infiltrate into subsurface. These processes mainly have an influence by hydrological characteristics and topographic gradient of the aquifer. Development of water resources and its management is not good because of temporal and spatial disproportion in local rainfall. In order to deal with insufficiency of water resources from now on, development of groundwater dam requires a plan of a sustainable of new water resources. These are necessary that investigation of construction area of groundwater dam, effective groundwater development interconnected with surface water and groundwater, and assessment of an application of groundwater dam for utilization of water resources. Tn this study we were derived the input data by geological survey, hydraulic and hydrological analysis around Hoengchun-river, located in Hadong-gun, Gyeongsangnam Province where is a plan area for construction of groundwater dam. Based on input data we were carried out the interconnected analysis of surface water and groundwater using the SWAT-MODFLOW, and predicted groundwater fluctuation of its construction before and after.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.39 no.4
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• pp.245-252
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• 2021

Underground facilities were constructed as needed by various management organizations, the result of which was the disordered and scattered underground spaces. This phenomenon can be viewed as the main cause of safety accidents in the underground space. To solve this problem, research on systematic construction and management of underground facilities should be conducted. Therefore, to improve the accuracy and the quality of information and to facilitate the systematic construction and management of underground facility information, this study aims to establish a 3D data model that conforms to international spatial information standards for pipeline underground facilities and to implement the data model to enable visualization. The result of this study can be used to improve the consistency of information not only between underground facilities, but also the correspondence between above ground and underground facilities. As such, this study has academic significance in that it presents an integrated data model that includes various objects in the ground and underground spaces and enables interoperability between diverse domain data.

• Archives of design research
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• v.11 no.2
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• pp.117-126
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• 1998

The underground space which has been highlighted anew in view of urban scenery and environmental conservation through the control of ground development and solution of urban problems through making the utility of urban space efficient can promote the urban service, amenity, stability and others by arranging the urban function of ground area to the underground which is anticipated to be demanding the more in the future an also can be effective measures of confrontation in the solution of traffic, the complex in the heart of the city and lack of land through effective construction of the structure of urban space. But it has been understood to be extremely negative space at this time as limited to negative and fragmentary development and it has faced the necessity of constructing pleasant environment by overcoming every problem. After all, through the general research of underground space, this dissertation is reconsidering the development value of environmental design on the basis of the case study in international city development of underground space, and trying to extract design factors which should be treated in developing the underground space by establishing the evaluation model on the functional, techinical and behavioral elements factors.

• Spatial Information Research
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• v.16 no.4
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• pp.421-439
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• 2008

The objective of this project is to construct the intelligent underground facility management system based on UFSN (Underground Facility Sensor Network). Total project duration is 6-year. And first two years' project has been finished. First two years' project focused on water supply and sewage facilities among 7 underground facilities and investigated the fundamental construction technology for the underground facilities management system. To contribute the development of systematic and scientific management of underground facilities, KRIHS implemented 3 researches for 'Underground facilities management system for an intelligent city' like followings: (1) to investigate an integration plan for current water supply and sewage management systems, (2) to derivate of water supply and sewage monitoring items for the monitoring technology development, and (3) to implement a basic research for sensor installation plans on different types of current and new underground facility systems. This research paper contains the first two years' outcome of researches from KRIHS (Korea Research Institute for Human Settlements).

• Journal of the Korean Geotechnical Society
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• v.34 no.7
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• pp.17-27
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• 2018

Sinkholes have occurred in various places around the world and concerns about public safety have been raised in recent years. Particularly, a ground subsidence may occur due to a variety of conditions when developing underground spaces. Ground subsidence refers to the sinking of the Earth's surface caused by the loss of the soil constituting ground due to a certain artificial cause in the ground. Ground subsidence is induced by artificial causes such as the leakage of water supply/sewage pipes and groundwater disturbance, and it is different from a sinkhole, where the sinking of the Earth's surface is induced by the cavity formed due to the melting of limestone in the ground with limestone bedrock. In recent underground development in the urban areas of Korea, damages to surrounding buildings have frequently led to many difficulties with civil complaints and compensation issues, and the collapse of some buildings has resulted in the loss of lives and property. Accordingly, the central government has legislated the Special Act on Underground Safety Management, which will take effect from January 1, 2018. This law specifies an underground safety management system for securing underground safety, under which underground safety impact assessment is performed for projects involving underground excavation work that exceeds a certain size, and safety inspection is regularly performed for underground facilities and the surrounding ground. In this study, the contents of the special act on underground safety management are reviewed, and the direction of development of underground safety policy for preparing preemptive underground safety management preparation and response system is suggested.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.18 no.2
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• pp.111-120
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• 2000

Water, waste, electric and gas facilities are urban based facilities that needed in our life and are often located in underground. Therefore, underground facilities are more difficult to manage efficiently than ground facilities. It is needed to carry out survey/probe into underground facilities and to build database in order to prevent city-misfortunes being occurred because of negligent management and in order to minimize budget-waste and a traffic jam according to repetition of road excavation constructions. Also, the development of application system is required to manage efficiently underground facility. Chonju city has launched underground water supply facility computerizing project as a part of National Geographic Information System project until December 1998 and executed survey/probe into 402.89 km water supply that is 80 mm up inside central town area 39.6 $km^2$. Also, chonju city built database into 537 km water supply that is 80 mm below based on water supply card without other survey/probe works. Also, existing work process each department is changed into GIS applied work process and underground water supply facility management system is developed by its work process basis. Water supply underground facility management system that is developed is composed of sub-system like base-map management, water supply inspect, water supply management and water supply inquiry, construction work management, administration management and map management. This research presents the procedure and method of underground water supply facility survey/probe and problem being occurred during survey/probe procedure and also show the functions of each sub-systems composing underground water supply facility management system.

• Proceedings of the Korean DIstribution Association Conference
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• 2007.08a
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• pp.27-38
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• 2007

본 연구는 갈수록 설 자리를 잃어 가는 지역 상권에 있어서 최근 10년 여 기간 동안 원주시에서 지속적으로 정치${\cdot}$경제적, 사회적 이슈로 제기되어 왔던 문제는 지하상가 상권의 침체와 활성화 문제라 할 수 있다. 원주 지하상가는 정부의 요구에 의하여 민방공 대피시설로 생겼으며, 각종 연구보고서나 학술세미나의 정책주제로 지하상가 도심 활성화 문제가 거론되고 있다. 특히 매번 지방선거에서는 지하상가 상권 활성화를 선거공약으로 제시하지 않은 후보가 없었을 정도였다는 것을 우리는 기억하고 있다. 그만큼 지하상가의 문제가 심각하다는 의미이며, 지하상가의 활성화를 통한 도시개발은 원주시민 공동의 과제라는 점을 이해 할 수 있다. 이와 같은 지역사회의 요청에 따라 그동안 수많은 개선안들이 원주시 차원에서 추진되었다. 지하상가 주변에 특화거리를 지정${\cdot}$조성하는 '특화거리 조성사업'에서부터, 주차문제 해결을 위한 '공영주차장 건설사업', '재래시장 현대화사업', '주거환경개선사업', '하상도로 건설사업', '지하상가 리모델링사업' 등 단기 및 중장기 사업계획이 추진되고 있다. 그럼에도 불구하고 크게 개선되지 못하고 있는 실정이며, 앞으로 계속 우리가 깊은 관심을 갖고 해결해 나가야 할 과제로 남아 있다. 그러나 최근 원일프라자 준공을 전후하여 지하상가는 조금씩 변화의 조짐을 보이고 있으며, 일부에서는 도심이 활성화될 것이라는 성급한 판단을 내리기도 한다. 원주시는 미약하나마 인구가 증가하는 추세이며, 전반적으로 도심이 침체의 늪에서 벗어나고 있는 인상을 주고 있기 때문이다. 그러나 이러한 변화가 과연 도심이 활성화되고 있는 징후로 볼 것인가? 특히 이러한 변화의 조짐이 원일프라자의 준공과 직접적인 관련성을 갖고 있는가? 몇가지 변화의 사례를 가지고 간단하게 판단할 수는 없다. 그러나 원일프라자의 준공은 도심지역의 개발${\cdot}$정비를 예정하고 있으며, 장기적으로는 도심 활성화의 중요한 동인이 될 수 있음을 부인할 수 없다. 따라서 본 발제에서는 이와 같은 상황적 변화를 전제로 하여 지하상가 리모델링을 통한 도심활성화와 선진사례를 받아들임으로 지역상권 활성화 방향으로 전환하는 것이 바람직할 것으로 판단된다.

• Electronics and Telecommunications Trends
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• v.30 no.5
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• pp.28-38
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• 2015

최근 빈번히 발생하고 있는 도심지 내 지반침하의 주된 원인은 지하공간의 난개발, 상하수도 시설의 노후화, 이로 인한 급격한 지하 수위의 변화에 기인한다고 알려져 있으며 이에 대한 실시간 모니터링 및 종합적인 상관성 분석을 통한 사고예방이 시급한 실정이다. 지하공간의 특수성으로 인해 광역 지하공간 정보를 실시간으로 수집하여 모니터링할 수 있는 기술이 부재한 점과 이로 인한 지하공간의 위험도 분석과 과학적 재난대응 시스템 구축에 어려움이 존재한다. 본고에서는 도시 지하공간 내 지하매설물(상하수도)의 상태와 지하공간상황(도시철도구조물, 지하수, 지반변형)을 실시간으로 모니터링하기 위한 도메인별 기술개발 동향에 대해서 정리하고, 수집된 정보의 종합적 분석을 통한 지하공간의 이상 징후를 사전감지, 예측, 대응하기 위해 도전하고 있는 기술적 이슈들을 살펴보고자 한다.