• Title/Summary/Keyword: 지하개발

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Integrated Surface-Groundwater Hydrologic Analysis for Evaluating Effectiveness of Groundwater Dam in Ssangcheon Watershed (쌍천 지하댐의 효용성 평가를 위한 지표수-지하수 통합 수문해석)

  • Kim, Nam-Won;Na, Han-Na;Chung, Il-Moon
    • Economic and Environmental Geology
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    • v.44 no.6
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    • pp.525-532
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    • 2011
  • In this study, the usefulness of underground dam as a means for the sustainable development of groundwater, and its performance in the management of groundwater resources were analyzed. The fully integrated SWAT-MODFLOW was applied to the Ssangcheon watershed in Korea to evaluate the effectiveness of groundwater dam construction. After construction, the groundwater level raised in the upstream area of groundwater dam while lowered in the downstream area. Also, it is shown that the exchange rate of river-aquifer interactions increased in the upper area of the dam. Since the storage capacity of the aquifer largely increased in the upper area of the dam, the exploitable groundwater could be greatly increased as much. This study demonstrated that a groundwater dam was a very useful measure to increase the available storativity of groundwater aquifers. It also represented that the combined analysis using SWAT-MODFLOW was helpful for the design and opeation of groundwater dam in the Ssangcheon watershed.

Field experiments on a subsurface reservoir (지하 저수지 실증 연구)

  • Park, Namsik;Nam, Byunghee;Jung, Euntae;Kim, Hyejung;Lee, Seung-hwi;Ahn, Yeonghee;Park, Sung Hyuk;Lee, Seunghak;Yang, Jeong-Seok;Jeong, Woochang;Lee, Sang-Il;Hong, Seongho;Chung, Sang Yong;Lee, Chang Sup;Lee, Yeong Dong;Choi, Jin-O
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.8-8
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    • 2019
  • 전 세계적으로 ASR, ASTR과 같은 인공함양에 대한 연구가 활발히 진행되고 있다. 본 연구에서는 수자원을 확보하고 생산수의 수질 개선을 꾀할 수 있는 지하 저수지 기술을 개발하고 낙동강 하구의 염 대수층에 설치한 시험시설에서 검증하였다. 국내외 대 하천의 하구에는 상부에는 점토층이 발달해 있고 하부에는 대수층이 대규모로 발달해 있으나 염 지하수로 포화되어 있는 경우가 많다. 점토층은 오염된 지표수나 지표면에서 발생한 오염사고로부터 하부의 피압 대수층을 분리하는 역할을 할 수 있다. 따라서 피압 대수층은 기존의 지표수 수자원 또는 대체 수자원의 한계를 극복할 수 있는 좋은 수자원 확보 공간이 될 수 있다. 지하 저수지 실증 연구를 위하여 낙동강 하구의 피압 대수층에 주입정, 양수정과 관측정 등을 포함한 시험 시설을 설치하였다. 낙동강에서 취수한 지표수의 부유물을 제거하고 대수층에 주입하여 기존의 염 지하수를 밀어내고 렌즈 형태의 담수체 (지하 저수지)를 조성하였다. 양수정과 관측정을 통하여 조사된 지하 저수지는 원 지하수가 배제되었고, 하천수보다 수질이 개선되었음을 보였다. 본 고에서는 실증 연구에서 도출된 수자원 확보 및 수질 개선 성과를 제시하고자 한다. 지하 저수지는 공사 규모가 작고, 수몰지가 발생하지 않으며, 수요지 인근에 위치해 있어 지역 내 수자원 자급이 가능하고, 토지 이용도 자유롭다. 또한 평상 시에 연중 균일한 양질의 수자원 공급이 가능하고 가뭄, 지표수 오염 등 비상 시에도 장기간 안정적으로 청정 수자원 공급이 가능하다. 지하 저수지는 물 안보도 제고를 위한 취수원 다변화 차원에서 기여할 수 있을 것으로 판단된다.

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A Study on the Application of Groundwater Dam (지하수댐 활용방안에 관한 연구)

  • Lee, Gyumin;Kim, Jinsoo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.489-489
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    • 2018
  • 최근 기후변화의 영향으로 가뭄의 발생빈도 및 규모가 증가하고 있다. 이에 지자체를 중심으로 대체 수자원 확보를 목적으로 지하수의 개발이 늘어나고 있는 추세이다. 국내에서는 지하수 개발 이용시설로 관정(管井)을 활용하는 것이 일반적이나, 최근에는 낙도를 중심으로 대규모 지하수자원 확보를 위한 지하수댐 건설이 논의되고 있다. 현재 우리나라에는 6개의 지하수댐이 설치 운영되고 있는데, 가장 최근에 건설된 지하수댐도 20여 년이 지난 1998년에 건설되었다. 게다가 국내에 건설된 지하수댐은 지하수맥을 이용하기 보다는, 건천화된 시기에도 하천수를 이용하기 위해 하천의 지하에 건설되어 있어 일반적인 개념의 지하수댐이라고 보기 어렵다. 지하수댐의 활용을 통해 지하수자원을 효율적으로 확보하기 위해서는 첫째, 지하수에 대한 기초자료의 확보가 필요하다. 현재 지하수법 제5조에 따라 전국 지하수에 대한 기초조사를 실시하고 10년마다 보완조사를 실시하여야 한다. 그러나 1997년부터 실시되고 있는 기초조사는 예산 및 인력 부족 등으로 아직까지 전국 전체에 대한 자료가 마련되지 못하고 있으며, 보완조사는 아직까지 실시된 바가 없는 실정이다. 조속히 지하수 기초조사를 완료하여 전국에 대한 수문지질도(水文地質圖)를 작성하고, 이를 바탕으로 체계적인 지하수댐 조성계획을 수립할 필요가 있다. 둘째, 지하수댐 건설기술에 대한 체계적인 연구가 필요하다. 현재 조성된 하천 지하에 건설된 지하수댐이 아닌, 지하수맥을 이용하는 본래의 용도에 적합한 지하수댐을 건설하기 위한 세부기술의 확보가 필요해 보인다. 셋째, 현행 지하 충전수에 대한 수질기준을 확대할 필요가 있다. 현재 하수 폐수 및 온배수 재처리수로 지하수를 함양할 경우의 수질기준은 시 도지사가 관할 구역에 대하여 수립하는 '지역지하수관리계획'에 포함된 경우로만 되어 있어, 국가 또는 개인이 지하수를 함양할 경우에 적용되는 수질기준이 부재한 상태다. 또한 지하수 충전 깊이에 따라 토양에서 발생하는 정화능력에 차이가 있으므로, 수질기준에 차등을 두어 합리적으로 적용할 필요가 있다.

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Development on Integrated Information System for Preventing National Earthquake based on Real-Time Connection of Underground Informations (지하정보 실시간 연계 기반의 국가지진방재 통합정보시스템 개발)

  • Seok, Cheolho;Jang, Yonggu;Song, Jihye;Kang, Injoon
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.10
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    • pp.43-51
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    • 2014
  • Recently, National Emergency Management Agency constructs integrated information system for preventing national earthquake based on underground information. In the past, there are numerous difficulties in construction and management of underground information, because underground information is constructed by each management agency. But a link and application of underground information are available because of government 3.0. This study shows the integrated information system for preventing national earthquake based on real-time link of underground information. The integrated information system for preventing national earthquake developed in this study consists of boring information input modules, underground information search/analysis modules based on V-world tile map, user authority management modules, user management modules and real-time liaison interface modules. Also, this study proposes enhancement plan to construct integrated information system for preventing national earthquake stably and strongly. Stability test conduct on stability of data storage, system stability and consistency of processing speed test results show stability of the integrated information system for preventing national earthquake is high.

Rock Dynamics and Tectonophysics (제 3주제 암석 동력학 및 지각물리학)

  • McGarr, I.;Dubinski, J.
    • Tunnel and Underground Space
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    • v.9 no.4
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    • pp.283-284
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    • 1999
  • 지하에서의 안전성과 광체의 경제적 회수가 광업계의 주요관심분야이다. 지하구조물과 주변 응려의 상호작용으로 채굴로 인한 지진활동(seismicity)이 지하안정성과 생산성에 결정적인 영향을 미치며, 암석절단, 천공, 발파기술 등을 적절하게 사용하는 것이 주요관심의 대상이 된다. 이 들에 대한 기초적인 이해는 석유 생산이나 천공장비 개발 등에도 적용될 수 있다.

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Development of Drawing Processing Tool Program and Establishment Strategy of 3D Underground Structures based on Standardized Drawings (표준도 기반의 3차원 지하구조물 구축 방안 및 도면가공 툴 프로그램 개발)

  • LEE, Min-Kyu;HAN, Sang-Hoon;KIM, Sung-Su
    • Journal of the Korean Association of Geographic Information Studies
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    • v.24 no.4
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    • pp.1-25
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    • 2021
  • In order to respond and prevent underground safety accidents, the Korean government has been preparing a submitting completion drawing web system project for converting the current manual-based 3D Underground Geospatial Map construction and its update system to an automation-based 3D underground information construction. However, research on standard drawings required for the automatic update of 3D underground structures is insufficient, so detailed research is needed. In this research paper, a standard map-based 3D underground structure construction plan was presented for the six types of underground structures constituting the 3D Underground Geospatial Map, enabling rapid and accurate drawing data creation and systematically 3D underground structure drawing data could be managed. In addition, we developed a 3D construction drawing tool that can be used in underground information practice so that ordinary CAD program users can easily produce processing drawings. The results derived from this paper are expected to be major reference materials for the establishment of standard frameworks and practical application guidelines for the construction of 3D underground structures in the future.

Mobile Underground High-capacity 3D Spatial Information Tiling Transfer Protocol Development (모바일 지하 대용량 3D 공간정보 타일링 전송 프로토콜 개발)

  • Lee, Tae Hyung;Jo, Won Je;Kim, Hyun Woo
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.39 no.6
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    • pp.491-496
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    • 2021
  • In line with the modern era in which the safety of underground facilities and the use of underground information are increasingly emphasized, the state is pushing for more precise and accurate underground spatial information to be secured and utilized. Therefore, we need to pay more attention to subsurface geospatial data. In the future, the Ministry of Land, Infrastructure and Transport will actively utilize the 15 types of Integrated Underground Geospatial Information Map(6 types of underground facilities, 6 types of underground structures, 3 types of ground) that the Ministry of Land, Infrastructure and Transport is building as three-dimensional underground spatial information, and contribute greatly to improving national safety and convenience in underground construction. expected to do However, when a site manager requests an Integrated Underground Geospatial Information Map with a mobile device, if the large-capacity integrated underground space map is not quickly transmitted over the wireless section and is not serviced, it causes inconvenience to the site manager and delays work. In this paper, the goal of this paper is to enable field managers to quickly receive a tiled Integrated Underground Geospatial Information Map with minimal information exchange. Therefore, the tiling system is configured according to the dataset for high-speed Mobile Integrated Underground Geospatial Information Map transmission. In addition, a transmission system for the Mobile Integrated Underground Geospatial Information Map is established, and a TCP/IP (Transmission Control Protocol/Internet Protocol)-based spatial information tiling transmission protocol dedicated to the on-site Integrated Underground Geospatial Information Map is developed.

Research on Classification of Monitoring Items for the Integrated Management of the Underground Facilities (지하시설물 통합관리를 위한 모니터링 항목 분류에 관한 연구)

  • Kim, Jung-Hoon;Min, Kyung-Ju;Lee, Mi-Sook;Lim, Si-Yeong
    • Spatial Information Research
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    • v.18 no.1
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    • pp.19-26
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    • 2010
  • It is important to manage the underground facilities efficiently because they are directly related to the convenience and safety of citizens. But the fact that the different agencies take on a role of managing the underground facilities respectively makes it impossible. So Korean government has exerted great efforts to solve this problem through several projects. Korean government expects that the ubiquitous technologies such as sensor and wireless communication in the domain of the underground facilities management will be useful. It is main duty of u-City Management Center to monitor several situations about the underground facilities using ubiquitous technologies. But there is no consensus about what concrete situations it has to monitor even though u-cities under construction. Because local governments or related companies are in charge of carrying out these roles yet, there is no legal basis on which to do these tasks by the center. And it is needed to develop new technologies for u-services efficiently. Because technologies for u-service are vast, various and converged, so it necessary to develop them according to priority or in cooperation with other developers. In this paper, we classify the monitoring items for each facility which were investigated by a recent research. It is expected to make use of defining the role of the center and developing technologies with u-service.

Constructed Mobile System for Management affair of Water & sewage Facilities (상하수도 유지관리업무를 위한 모바일 시스템 구축)

  • Lee, Hyun-Jik;Park, Ki-Suk;Ru, Ji-Ho
    • Journal of Korean Society for Geospatial Information Science
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    • v.12 no.3 s.30
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    • pp.69-78
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    • 2004
  • Since 1995, One of the NGIS(National Geographic Information System) projects, the underground utilities project, has been finished in 2003. The 19 cities in korea for this project will use underground utilities management system using underground utilities database focusing on water and sewage system. However, special expert, technical and experience problem in computer environment has not been had in working department for water and sewage management and maintenance for each local government. The management and maintenance by underground utilities database by manual method is getting lowered a data qualify of underground utilities database because of the data omitting, error in writing and securing of the lasted database. Therefore, in this study, Application test for field workers using a mobile tool and environment analysis of wireless communication in Korea and application test of GPS receiver for mobile tools had been processed and made a mobile working environment. The efficient management and maintenance method for underground utilities database has been developed an off-line method for modification and update of database about general work which has a high working frequency because of the limitation of wireless communication environment. Also, the emergency working has been applied for on-line method.

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Reserch On The Fundamental Technology To Utilization Of Platform To Providing Mobile Underground Geospatial Infomation Map (모바일용 지하공간통합지도 제공 플랫폼 활용을 위한 기반 기술 연구)

  • LEE, Tae-Hyung;KIM, Hyun-Woo
    • Journal of the Korean Association of Geographic Information Studies
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    • v.23 no.4
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    • pp.173-183
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    • 2020
  • In the midst of the aging of underground facilities in urban areas and anxiety about road excavation safety accidents, the Ministry of Land, Infrastructure and Transport began to build Underground Geospatial Infomation Map from 2015 as part of the 「ground subsidence prevention measures」 and efficient use of underground spaces. So, the scope is spreading every year. The current Underground Geospatial Infomation Map information is web-based and is operated in a desktop environment, so it is true that there are some limitations in its use in a field environment such as an excavation construction site. The Underground Geospatial Infomation Map, built and operated in a web-based environment, is a large-scale 3D data. Therefore, in order to service by transmitting data to the field without delay, it is necessary to lighten the Underground Geospatial Infomation Map data. In addition, the current Underground Geospatial Infomation Map is not unified in data formats such as 3DS and COLLADA, and the coordinate system method is also different in relative coordinates and absolute coordinates. In this study, by analyzing domestic and overseas prior research and technical use cases, a mobile Underground Geospatial Infomation Map data format and a lightweight method were presented, and a technology development was conducted to create a mobile underground space integration map in the presented format. In addition, the weight reduction rate was tested by applying 3D data compression technology so that data can be transmitted quickly in the field, and technology was developed that can be used by decompressing 3D data compressed in the field. finally, it aims to supplement the technology experimentally developed in this study and conduct additional research to produce it as software that can be used in the excavation site and use it.