• 한국측량학회지
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• 제2권1호
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• pp.34-45
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• 1984

국토의 이용을 극대화하기 위한 지하저장시설의 기초조동에 물리탐사방법중 탄성파측량을 이용하여 지하암반 조건을 규명하고 공동의 위치를 선정할 수 있다. 본 연구에서는 암반의 탄성파속도 및 저속도대의 분포를 분석하여 암반 연약대를 파악하므로써 지하시설물 설치의 타당성 결정에 한 기법을 제시하는데 의의를 두고 있다.

• 한국식품저장유통학회지
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• 제11권2호
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• pp.282-285
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• 2004

지황의 안정적인 저장으로 종근 비용을 절감하고자 재래종과 생육특성이 상이한 지황 1호를 공시하여 저장 후 120일 동안의 저장방법에 따른 종근 특성을 분석한 결과는 다음과 같다. 지황의 저장방법별 온도변화는 움저장에서 7.2∼13.8$^{\circ}C$로 가장 적었고 스치로폼상자내 흙을 충진한 저장에서 높았으며, 습도는 움저장에서 98.2%로 가장 높았다. 당도와 중량 감모율 그리고 부패율은 저장기간이 경과할수록 증가하는 경향을 보였으며, 왕겨를 충진한 망사와 스치로폼상자내 저장에서 당도와 중량 감모율이 높았으나, 부패율은 움저장에서 27.5%로 가장 높았다. 저장중 경도의 변화는 저장기간이 경과할수록 표피의 경도는 증가하는 경향이었으나, 내부 경도는 감소하는 경향을 보였다.

• 터널과지하공간
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• 제19권3호
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• pp.167-173
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• 2009

지하비축기지는 터널의 규모와 건설공정의 복잡성, 지질 및 지반공학적인 문제들로 인해 가장 난해한 지하공간건설 프로젝트로 알려져 있다. 최근 복잡한 지하구조를 3차원으로 가시화하고, 건설 자원과 지반조건 그리고 공정계획을 고려한 4차원 시뮬레이션을 활용하여 건설공정을 최적화하는 기술이 지하비축기지 건설 프로젝트에 적용되었다. 이 사례연구는 지하구조의 3차원 모델링을 통해 작업자가 복잡한 지하 현황을 쉽게 이해하고, 정확한 3차원 공간상에서 지질자료를 분석하고 검토할 수 있도록 도와줄 수 있음을 보여주고 있다. 또한 건설공정과 실제 공기를 고려한 4차원 시뮬레이션을 활용하여 자재와 버력의 반출입에서 나타날 수 있는 bottle neck의 위치와 시점을 판단하거나 일일 공사비의 변동을 검토하고, 작업조와 투입장비의 수, 터널 시공방향 및 굴착 착수 시점, 버력 및 자재의 운반경로를 검토함으로써 공정의 최적화를 달성할 수 있었다.

• 한국소음진동공학회논문집
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• 제16권1호
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• pp.19-26
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• 2006

The test blasts were carried out by detonating some single blastholes at two upper sites of the underground storage cavern for the crude oil. One was performed at the entrance site of the construction tunnel and the other at the middle area of the underground storage cavern. Based on the blast-induced nitration measured by the test blasts, we suggested the propagation equations of blasting vibration that were capable of estimating the peak particle velocity. In addition, in order to assess the stability of the adjacent ground storage tank, we did the frequency analysis and the response spectrum analysis with the particle velocity-time history and the particle acceleration-time history that were measured by the test blast carried out on the entrance site of the construction tunnel. In result, it was predicted that the displacement on the highest part of the tank shell was less than the allowable displacement.

• KIEAE Journal
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• 제16권6호
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• pp.109-114
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• 2016

Purpose: The underground air is the warm air discharged from the porous volcano bedrock 30-50m underground in Jeju, including excessive humidity. The temperature of the underground air is $15-20^{\circ}C$ throughout the year. In Jeju, the underground air was used for heating greenhouses by supplying into greenhouses directly. This heating method by supplying the underground air into greenhouses directly had several problems. The study was conducted to develop the heat pump system using underground air as heat source for resolving excessive humidity problem of the underground air, adopting the underground air as a farm supporting project by Ministry of Agriculture, Food and Rural Affairs(MAFRA) and saving heating cost for agricultural facilities. Method: 35kW scale(10 RT) heat pump system using underground air installed in a greenhouse of area $330m^2$ in Jeju-Special Self-Governing Province Agricultural Research & Extension Services, Seogwipo-si, Jeju. The inlet and outlet water temperature of the condenser, the evaporator and the thermal storage tank and the underground air temperature and the air temperature in the greenhouse were measured by T type thermocouples. The data were collected and saved in a data logger(MV200, Yokogawa, Japan). Flow rates of water flowing in the condenser, the evaporator and the thermal storage tank were measured by an ultrasonic flow meter(PT868, Panametrics, Norway). The total electric power that consumed by the system was measured by a wattmeter(CW240, Yokogawa, Japan). Heating COP, rejection heat of condenser, extraction heat of evaporator and heating cost were analyzed. Result: The underground air in Jeju was adopted as a farm supporting project by Ministry of Agriculture, Food and Rural Affairs(MAFRA) in 2010. From 2011, the heat pump systems using underground air as a heat source were installed in 12 farms(16.3ha) in Jeju.

• 농업과학연구
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• 제25권2호
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• pp.310-320
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• 1998

This study is aimed at identifying the socio-economic effects of storage of ginger in artificial caves. The gingers stored in artificial caves in Seochun, 12 sampled areas, were surveyed to get information on the socio-economic effects. The surveyed data were processed by TSP, Qbasic and B/C Ratio computer programs and analyzed the decision making criteria such as B/C ratio, NPV and IRR. The socio-economic effects of the storages of the gingers are as follows. 1. The storage benefits per ton was showed as 184,050won. 2. Considering 10% of the opportunity cost of capital, the uper limits of investments for the cave storages was analyzed as 6,784 thousand won for ginger. 3. The investment of the natural cave storages was revealed economically feasible considering the decision making criteria as B/C ratio = 1.33, NPV = 35.059 thousand won and IRR = more than 100%. The other socio-economic effects of the ginger storages was expected as ; 1. The cave storages will contribute to increase consumer's and producer's welfare through the control of supply and demand and price stability. 2. Long-term storage of ginger without damaging quality and grades will be made on account of the storage conditions as relatively low temperature, high humidity and indifferent affects from the outside climate. 3. Utilization of the underground space, the caves, for storage will maximize the land use and the sustainable environment considering the mountainous area, two third of the total national land area. 4. Construction costs of the underground storage facilities as caves are cheaper than the ground storage facilities by 15 to 20% in general. In conclusion, the underground space like natural and artificial caves are considered the most suitable for storage of ginger on account of the storage conditions as temperature, humidity and blocking the sun light. Accordingly a study on convenient utilization of new development of artificial caves should be made considering transportation and input-output of the farms. Financial support of the government should be institutionally rearranged for the successful implementation of storing farm products like ginger in natural and man-made caves.

• 터널과지하공간
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• 제3권1호
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• pp.24-32
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• 1993

Groundwater movement is one of the most important elements in the construction and management of underground oil storage cavern. To control the groundwater flow, grouting is run in parallel with water curtains. But as traditional grouting is conducted within cavern before and after excavation, the effect of grouting is delayed and the injection sphere is limited in the rock mass. Therefore, it is desirable to introduce a more extensive and effective grouting. This article is to present the caly grouting, which was the first to be carried out in the construction of underground caverns for oil storage in Japan. After conducting the clay grouting, the effect was confirmed by ground water level and infiltration quantity to the caverns.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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• pp.110-113
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• 2002

Statistical- based, principal component analysis (PCA) was applied to chemical data from two underground storage systems containing LPG to assess the usefulness of such technique at the initial stage (Pyeongtaek) or middle stage (Ulsan) of hydrochemical studies. For the first case, both natural and anthropogenic contamination characterize regional groundwater. Saline water buffered by Namyang lake affects as a natural factor, whereas cement grouting influence as an artificial factor. For the second study area, contaminations due to operation of LPG caverns, such as disinfection activity and cement grouting effect, deteriorate groundwater quality. This study indicates that principal component analysis would be particularly useful for summarizing large data set for the purpose of subsurface characterization, assessing their vulnerability to contamination and protecting recharge zones.

• 자연, 터널 그리고 지하공간
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• 제4권3호
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• pp.23-37
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• 2002

프로덕트 관리를 통하여 발주자에게 제공해야 하는 산출물에 대한 구체적인 특성 및 제원이 규명되면, 프로젝트 관리를 통하여 발주자에게 제공해야 하는 산출물에 대한 구체적인 작업 및 자원이 규명된다. 또한 프로젝트 관리는 설정된 공기, 공사비, 품질 등의 프로젝트 목표를 만족시킴으로써 그 역할을 수행하게 된다. 최근 국내외 프로젝트의 입찰 과정을 볼 때 발주자의 요구사항이 점점 까다로워지고 제약 조건은 더욱 강화되고 있는 추세이다. 따라서 몇몇 사람의 특화된 감각이나 과거 수행된 계획의 답습만으로는 이러한 추세에서 제대로 대응하여 프로젝트 목표를 달성하는 것은 매우 힘든 실정이다. 본 기술보고에서는 프로세스를 통하여 프로젝트 계획을 개발함으로써 과학적이며 체계적인 프로젝트 관리가 이루어질 수 있음을 보여주고자 한다.

• 대한토목학회논문집
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• 제33권3호
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• pp.927-935
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• 2013

본 연구에서는 서울대학교 댐 하류 노천강당 유역과 공대폭포 유역에 지속시간 1시간 50년 빈도 강우에 관한 저수지 홍수추적을 실시하고 지하저류조가 설치되는 경우 다음의 사항에 초점을 맞추어 분석을 수행하였다 (1) 저류조의 저류량; (2) 우수유출량 및 첨두수위의 저감정도; (3) 지체시간 변화; (4) 신설 지하저류조의 유출입부 암거 설계. 노천강당 유역에 $25,000m^3$ 저류조가 설치되는 경우 총 유입량 대비 49.43 %의 저류효과가 발생하고 49.64 %의 첨두 유량 감소효과와 28분의 지체시간 증대효과를 얻을 수 있었으며, 첨두 수위는 $15,000m^3$ 저류조에 비해 35 cm 낮게 나타났다. 기존 저류시설과 신설 지하저류조의 공동 운영을 통해, 홍수 발생 시 댐 유역에서 초과되는 유출량을 탄력적으로 관리할 수 있는 것으로 판단된다.