• Title/Summary/Keyword: 지하구

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Implementing a Test Bed System of Underground Tunnel Monitoring using WSN (WSN을 이용한 지하 전력구 감시 테스트베드 시스템 구현)

  • Kim, Young-Il;Yi, Bong-Jae;Song, Jae-Ju;Shin, Jin-Ho;Lee, Jung-Il
    • Proceedings of the Korean Information Science Society Conference
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    • 2006.10d
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    • pp.375-378
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    • 2006
  • 전력산업에 있어서 송배전 선로에 대한 안정성 확보는 중요한 요소이다. 현재 한전에서는 안정적인 전력 서비스 공급을 위하여 많은 비용을 들여 송배전 선로에 대한 감시 시스템을 구축하여 운영하고 있다. 그러나 기존의 감시 시스템은 주로 광케이블이나, PLC 등과 같은 유선을 기반으로 운영되고 있다. 유선을 기반으로 하는 감시 시스템은 많은 초기 구축 비용과 유지 보수 및 점검을 위해 지속적으로 많은 비용이 발생하게 된다. 최근 들어 유비쿼터스 컴퓨팅에 대한 연구가 많이 이루어 지면서 무선 센서 네트워크에 대한 연구가 활발히 진행되고 있다. 무선 센서 네트워크의 경우 설치가 용이하며, 유지 보수가 간단한 장점이 있어 전력산업에서도 도입을 위한 많은 연구가 진행되고 있다. 본 연구에서 제안하는 지하 전력구 감시 시스템은 무선 센서 네트워크를 이용하여 지하 전력구 내에 위치한 송전 선로에 대한 온도 정보와, 전력구 내의 다양한 가스 정보를 실시간으로 제공한다. 이러한 기능을 통해 송전 선로에 대한 이상 유무를 사전에 판단할 수 있는 정보를 제공하게 된다.

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Effect of Liquid Fertilizer Contained Medium of Lactobacillus sp. and Saccharomyces sp. on Growth of Creeping Bentgrass (유산균과 효모균 배양액 함유 액비 시용이 크리핑 벤트그래스의 생육에 미치는 영향)

  • Kim, Young-Sun;Ham, Suon-Kyu;Lee, Sang-Jin
    • Asian Journal of Turfgrass Science
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    • v.24 no.2
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    • pp.138-144
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    • 2010
  • This study was conducted to investigate the effect of Lactobacillus sp. and Saccharomyces sp. on turf quality, shoot and root growth of creeping betgrass in golf course by measuring turf color index, chlorophyll content, dry weight of shoot and root, T/R ratio and root length. Fertilizer treatment was designed as follows; nonfertilizer (NF), control (CF; compound fertilizer), microorganism medium(MO; CF+MO)), microorganism medium contained Fe(MO-Fe; CF+MO-Fe) and microorganisum medium contained S (MO-S; CF+MO-S). Soil properties investigated after experiment was scarcely affected by applied fertilizers in root zone of creeping bentgrass. The turf color index and chlorophyll index of MO, MO-Fe, MO-S treatment were higher than those of NF, and similar to those of CF. The turfgrass root in MO and MO-Fe treatment was longer than others. The dry weight of shoot in MO and MO-S was higher than CF and that of root in MO and MO-Fe, and dry weight of MO was increased than that of NF and CF, by 26% and 6%, respectively. AS compared with NF, T/R ratio of CF, MO, MO-Fe and MO-S was increased, and MO and MO-Fe was similar to CF, MO-S higher. Nutrient content in CF, MO, MO-Fe and MO-S was contained more than in NF, and it was higher in shoot. These was suggested that application of MO induced the development of quality and growth of creeping bentgrass by assisting root growth and nutrients uptake.

Development of 3D Underground Information Construction and Visualization System Based on IUGIM (지하공간통합지도 기반 3차원 지하정보 구축 및 가시화시스템 개발)

  • Kang, Kyung Nam;Kim, Wooram;Hwang, Seung Hyun;An, Joon Sang
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.39 no.6
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    • pp.497-505
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    • 2021
  • Due to recent underground space accidents, are a frequent occurence in Korea, the government established the basic plan for the construction of the IUGIM (Integrated Underground Geospatial Information Map) in 2015 as a measure for safety management of underground spaces. The development of IUGIM was partially completed as of 2021. The underground space management entity and related organizations are utilizing it. This study is being carried out as part of a plan to improve the usability of IUGIM, and to build a visualization system that compares real-time field data with stored data. A system, equipped with a visualization function for borehole data and 6 types of underground facilities built and managed on IUGIM; a tool capable of comparative analysis with real-time data measured in the field, is being built. The 6 types of underground facilities are water supply pipe, sewage pipe, power pipe, gas pipe, communication pipe, and heating pipe. The completed system was demonstrated at three locations in Seocho-gu, Gangnam-gu in Seoul. The field demonstration was carried out by accessing the mobile center and downloading IUGIM data, visualizing IUGIM data (surface creation, borehole information, underground facilities), and visualizing the GPR(Ground Penetrating Radar)-based data acquired at the field. As a result of the empirical results of IUGIM data and GPR-based field data, it was judged to be suitable. As a result of this study, it is judged that it can be helpful for safe construction at the excavation site.

Development of a Acoustic Acquisition Prototype device and System Modules for Fire Detection in the Underground Utility Tunnel (지하 공동구 화재재난 감지를 위한 음향수집 프로토타입 장치 및 시스템 모듈 개발)

  • Lee, Byung-Jin;Park, Chul-Woo;Lee, Mi-Suk;Jung, Woo-Sug
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.22 no.5
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    • pp.7-15
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    • 2022
  • Since the direct and indirect damage caused by the fire in the underground utility tunnel will cause great damage to society as a whole, it is necessary to make efforts to prevent and control it in advance. The most of the fires that occur in cables are caused by short circuits, earth leakage, ignition due to over-current, overheating of conductor connections, and ignition due to sparks caused by breakdown of insulators. In order to find the cause of fire at an early stage due to the characteristics of the underground utility tunnel and to prevent disasters and safety accidents, we are constantly managing it with a detection system using image analysis and making efforts. Among them, a case of developing a fire detection system using CCTV-based deep learning image analysis technology has been reported. However, CCTV needs to be supplemented because there are blind spots. Therefore, we would like to develop a high-performance acoustic-based deep learning model that can prevent fire by detecting the spark sound before spark occurs. In this study, we propose a method that can collect sound in underground utility tunnel environments using microphone sensor through development and experiment of prototype module. After arranging an acoustic sensor in the underground utility tunnel with a lot of condensation, it verifies whether data can be collected in real time without malfunction.

The Correlation between Groundwater Level and GOI considering Snowmelt Effect and Critical Infiltration in Ssangchun Watershed (융설효과와 한계침투량을 고려한 쌍천유역의 지하수위와 GOI의 상관관계)

  • Yang, Jeong-Seok;Park, Jae-Hyeon;Choi, Yong-Sun;Park, Chang-Kun;Jeong, Gyo-Cheol
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.194-199
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    • 2006
  • 쌍천유역의 강수량과 지하수위의 관계를 분석한 결과 융설효과를 확인하였고 갈수기에 지하수위가 현저히 저하됨을 확인하였다. 쌍천유역의 지하수위와 GOI의 상관관계를 분석한 결과 70일 이동평균값을 이용한 GOI가 가장 높은 상관관계를 보여주었다. 융설효과를 고려하기 위해서 먼저 유역의 DEM 자료를 이용하여 100m 간격으로 고도별 면적분포를 구하고 기온이 100m당 $0.5^{\circ}C$씩 감소하는 것을 고려하여 강수사상이 발생하면 $0^{\circ}C$ 이하가 되는 고도에서는 강설사상이 발생하는 것으로 가정하였다. 이 때 고도별 면적분포에서 구해지는 면적비를 고려하여 강수사상을 강우와 강설로 나누었다. 이후에 고도를 고려한 기온이 $0^{\circ}C$ 이상인 날에 그 고도의 설적이 모두 녹는 것으로 가정하였고 강우가 발생한 것으로 처리하였다. 유역평균 일최대침투량을 알아내기 위하여 강수량자료를 일정값 이상은 고정하여 수정된 강수량자료로 70일 이동평균값을 구하고 이 값들과 지하수위와의 상관관계를 분석해 본 결과 40mm가 일최대침투량으로 가정하였을 때 가장 높은 상관관계를 보여주었다. 쌍천유역의 경우 40mm가 한계침투량이다. 이렇게 수정된 강수자료를 이용하여 이동평균을 구하여 지하수위와의 상관관계를 구해본 결과 쌍천유역의 2003년부터 2005년까지 2개년 자료에 대해서 융설을 고려했을 때 상관관계가 더 높아짐을 알 수 있고 한계침투량을 고려했을 때도 상관관계가 더 높아짐을 알 수 있으며 융설효과와 한계침투량을 동시에 고려했을 경우에 가장 높은 상관관계를 얻을 수 있었다.$2.8g/cm^3$로 가정했을 때, 경상분지의 화강암류의 압력평균값이 약 $0.73{\sim}3.16kbar$의 범위를 가졌고, 경상분지내 백악기 화강암류의 정치 깊이는 $2.6{\sim}11.4km$범위를 가졌다. 이는 경상분지 화강암류에 대해 유추된 기존의 정성적인 생각과 일치한다는 것을 알 수 있었고, 각섬석의 $Al^T$함량을 이용한 여러 경험적, 실험적인 압력계가 많은 제한점이 있지만 경상분지의 백악기 불국사화강암류에는 정성적으로 유효함을 알 수 있었다. 우리는 최종적으로 경상분지내 백악기 화강암류는 천부관입 암체이고 노출된 화강암류가 천부지각이라는 것을 알 수 있었다. 것이 아니라 낙관적 예측을 수행하는 경향이 있음을 발견할 수 있었다.원밭, 화산회밭으로 6개 유형으로 분류할 경우 각각의 분포면적은 41.9%, 23.3%, 17.5%, 13.9%, 1.1. 2.2% 이었다. 도시화 및 도로확대 등 다양한 토지이용 및 지형개변으로 과거의 토양정보가 많이 변경되었다. 그래서, 앞으로는 인공위성자료 및 항공사진을 이용하여 빠르고 쉽게 활용할 수 있는 토양조사 방법개발과 기 구축된 토양도의 수정, 보완 작업이 필요한 절실히 요구되고 있는 현실이다.브로 출시에 따른 마케팅 및 고객관리와 관련된 시사점을 논의한다.는 교합면에서 2, 3, 4군이 1군에 비해 변연적합도가 높았으며 (p < 0.05), 인접면과 치은면에서는 군간 유의차를 보이지 않았다 이번 연구를 통하여 복합레진을 간헐적 광중합시킴으로써 변연적합도가 향상될 수 있음을 알 수 있었다.시장에 비해 주가가 비교적 안정적인

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Studies on the Heptachlor-caused Phytotoxicity at the Growing Stage of Hop and Hansam Vine (Heptachlor에 의한 호프식물 및 한삼덩굴의 생육시기별 약해에 관한 연구)

  • Han, Dae-Sung;Park, Chang-Kyu;Son, Chul-Uk;Hur, Jang-Hyun
    • Korean Journal of Environmental Agriculture
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    • v.12 no.1
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    • pp.59-67
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    • 1993
  • This study was conducted to clarify the translocation and the phytotoxicity of soil treated Heptachlor (0.1ppm) and Heptachlor epoxide (0.1ppm) on Hop plants and Hansam vine. Residues in the soils and the plants were analyzed and phytotoxic patterns were investigated at the different growing stages. Photosynthetic rate and chlorophyll contents were measured. The results were summarized as follows: 1. At the second growing stage, 40 days after transplanting, severe damages by Heptachlor were observed on root of Hop. Growth rate on top and root parts of Hop was retarded from the third growing stage, 70 days after transplanting. The damages seemed to be caused by Heptachlor epoxide rather than by Heptachlor. 2. Residues of Heptachlor and Heptachlor epoxide in the plants, Hops and Hansam vine, were high at the second growing stage in comparison with those at the other stages. Residual levels in the plant parts were in order of root> stem> leaf. 3. Inhibition of photosynthetic rate was more serious in Hop plants than those in Hansam vine. The photosynthetic rate was suppressed at the second growing stage by Heptachlor epoxide and greatly reduced at the third growing stage. 4. Chlorophyll contents were not significantly changed in Hops and Hansam vine. Decreasing trends of the chlorophyll contents in both plants treated with the pesticides were similar to those of control plants.

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The Correlation between Groundwater Level and GOI with Snowmelt Effect in Ssangchun Watershed (쌍천유역의 지하수위와 융설 효과를 고려한 GOI의 상괸관계)

  • Yang, Jeong-Seok;Lim, Chang-Hwa;Park, Jae-Hyeon;Park, Chang-Kun
    • Journal of Korea Water Resources Association
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    • v.39 no.2 s.163
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    • pp.121-126
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    • 2006
  • Snowmelt effect is identified from the analysis of the relationship between precipitation and groundwater level(GWL) data and Severe drawdown of GWL is observed in drought. Groundwater dam Operation Index (GOI), which is developed for the optimal operation of groundwater dam, is calculated by taking common logarithm of the moving average(MA) of precipitation data for a certain period. The period can vary from watershed to watershed because the period is decided by picking the maximum correlation coefficient between GWL and GOI of several MAs of precipitation. For Ssangchun watershed, the correlation was the strongest when we apply 70 day MA for GOI calculation. Snowmelt effect is considered by applying the temperature change by elevation($0.5^{\circ}C$ decrease per 100m) and examining the areal distribution of the watershed by elevation. Snow event is assumed when the daily average temperature is below $0^{\circ}C$ and snowmelt is assumed when the temperature is above zero degree Celsius. Total snowmelt is assumed for the day. When the snow event is occurred the precipitation data is separated into two components, snow and rainfall. The areal distribution by elevation is used for the calculation in the separation. The correlation between GWL and GOI is higher when we consider snowmelt effect than we neglected it.

4-D Inversion of Geophysical Data Acquired over Dynamically Changing Subsurface Model (시간에 대해 변화하는 지하구조에서 획득한 물리탐사 자료의 역산)

  • Kim, Jung-Ho;Yi, Myeong-Jong
    • 한국지구물리탐사학회:학술대회논문집
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    • 2006.06a
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    • pp.117-122
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    • 2006
  • In the geophysical monitoring to understand the change of subsurface material properties with time, the time-invariant static subsurface model is commonly adopted to reconstruct a time-lapse image. This assumption of static model, however, can be invalid particularly when fluid migrates very quickly in highly permeable medium in the brine injection experiment. In such case, the resultant subsurface images may be severely distorted. In order to alleviate this problem, we develop a new least-squares inversion algorithm under the assumption that the subsurface model will change continuously in time. Instead of sampling a time-space model into numerous space models with a regular time interval, a few reference models in space domain at different times pre-selected are used to describe the subsurface structure continuously changing in time; the material property at a certain space coordinate are assumed to change linearly in time. Consequently, finding a space-time model can be simplified into obtaining several reference space models. In order to stabilize iterative inversion and to calculate meaningful subsurface images varying with time, the regularization along time axis is introduced assuming that the subsurface model will not change significantly during the data acquisition. The performance of the proposed algorithm is demonstrated by the numerical experiments using the synthetic data of crosshole dc resistivity tomography.

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Problem Analysis and Repair Techniques of Underground Concrete Box Structures (지하 박스 콘크리트 구조물(지하철)의 결함 원인 및 대책)

  • 변근주;오병환;신용석;송하원;원대연;남진원
    • Magazine of the Korea Concrete Institute
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    • v.14 no.2
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    • pp.70-76
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    • 2002
  • 지하철, 고속철도, 신공항, 공동구, 지하보도, 지하차도, 하수도, 도로 및 철도 등 의 지하구조에는 일반적으로 박스형태의 콘크리트 구조물이 건설되고 있다. 1990년 대 중반 이후 시공 및 사용중인 지하 박스 콘크리트 구조물의 균열 및 누수 등의 문제점이 사회적인 문제로 부각되기 시작하였다. 이러한 지하 박스 콘크리트 구조물에 발생할 수 있는 문제점은 크게 결함(defect), 손상(damage), 열화(deterioration)의 3가지로 구분될 수 있으며, 이들 원인은 구조물에 균열(cracking), 누수(leakage), 처짐(deflection), 부동침하(settlement) 재료분리(segregation) , 박리(delamination), 부식(corrosion), 박락(spalling)등의 현상으로 나타난다.(중략)