• Title/Summary/Keyword: Storage facilities

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Comparative Analysis of Groundwater-Ecosystem Service Value of Protected Horticulture Complex and Paddy Fields (시설원예단지와 논의 지하수 생태계서비스 가치 비교 분석)

  • Son, Jinkwan;Choi, Deuggyu;Lee, Siyoung;Kang, Donghyun;Park, Minjung;Yun, Sungwook;Kim, Namchoon;Kong, Minjae
    • Journal of Korean Society of Rural Planning
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    • v.24 no.2
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    • pp.47-58
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    • 2018
  • Protected horticultural complexes would increase crop productivity but would adversely affect the groundwater recharge function in the area because the impervious area would increase. Further, they would limit the movement of living beings, affecting biodiversity. Therefore, this study evaluated the groundwater ecosystem services provided by protected horticultural complexes in terms of consistent utilization of water. The estimated amounts of groundwater loss obtained through quantitative assessment of groundwater infiltration showed that a higher impervious area results in higher losses. We, therefore, predict a much higher loss if similar changes in land use are realized on a nationwide scale. A plan to promote groundwater recharge in impervious areas is actively being discussed for urban areas; however, this plan is not yet applicable to farming areas. We consider it is essential to develop groundwater infiltration facilities for horticultural complexes, infiltration trenches, permeable pavements, surface water storage facilities, water purification facilities, etc. Further research and development of groundwater infiltration facilities is important for consistent utilization of water and the improvement of ecosystem services.

Management of Nonpoint Sources in Watershed - with reference to Daechong Reservoir in Korea (수계의 비점오염원 관리 - 대청호를 중심으로)

  • Lee, Jong-Ho
    • Journal of Environmental Impact Assessment
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    • v.9 no.3
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    • pp.163-176
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    • 2000
  • The purpose of this study is to analyze the pollutant loads and its distribution, and to suggest the management of nonpoint sources in Daechong Reservoir. The loads from point and nonpoint sources such as population, industry, livestock and land use were calculated per stream or river with topography(1:25,000) of the watershed of Daechong Reservoir. The generating pollutant loads were obtained through multiplication of pollutant sources by generating pollutant quantity per unit pollutant source. The effluent point sources loads is defined as loads from wastewater treatment facilities such as domestic, industrial and livestock wastewater treatment facilities, which were calculated through multiplication of effluent flowrates by water quality constituents concentration. Untreated point sources loads were estimated to be 35 % of total point sources loads. The effluent nonpoint sources pollutant loads were obtained through the multiplication of generating nonpoint sources loads by effluent ratios based on previous studies. The effluent nonpoint sources loads have the ratio of 26.2% of total BOD effluent loadings, 20.1% of total T-N effluent loadings, and 10.5% of total T-P effluent loadings. For the reduction of nonpoint sources loads in Daechong Reservoir, silviculture, artificial wet land, and grassed waterways could be applied. And untreated livestock waste scattered can result in nonpoint loadings, so required the livestock wastes treatment facilities and purifying facilities together with the management of shed, pasture, livestock waste storage site and composting site. Finally, remote sensing and GIS should be applied to the identification of distribution of water quality, watershed, the location and scale of nonpoint sources, effluent process during rainfall, for more detailed analysis of nonpoint sources.

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An Analysis on the Spatial Characteristics of Residential and Nursing Units of Large Skilled Nursing Facilities for the Elderly in City Areas (도시지역 대규모 노인전문요양시설 거주 및 간호단위의 공간구성 특성 분석)

  • Lee, Min-Ah
    • Korean Institute of Interior Design Journal
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    • v.16 no.4
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    • pp.54-61
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    • 2007
  • The purpose of this study was to investigate the spatial characteristics of residential and nursing units in large skilled nursing facilities for the elderly that were located in city areas, and to discuss the way for efficient unit care. For collecting the data, the researcher visited 6 facilities to make explorations and to interview the staff concerned. Most of the research facilities had systematic residential units that each unit basically had elderly private rooms and the spaces for small group. The number of elderly residents per unit was appropriate for the limit which was suggested by Kwon(2002), but the sizes of small group spaces were smaller than the standard limit($1.62m^{2}$ per resident). The nursing units were made up of nursing station, 2-4 residential units, spaces for large group of residents, hair dressing, nurse, living assistants, bathing, storage and etc. Some of them had problem in efficiency of space use because they did not have distinct usage. In conclusion, this study suggests that each floor has one nursing unit including 40 residents maximum and each nursing unit consists of 2-3 residential units that have 20 residents maximum per unit. In each residential unit, the furniture and spaces for efficient unit-care should be arranged, such as TV, dining table, kitchenette, bathroom, and rooms for living assistants. The hall type is better for the small group so that it has a transitional characteristic leading to the public spaces. The large group space needs to have clear usage such as conducting program differentiated from small group, and various furniture such as sofa, TV, table, and etc which encourage the elderly voluntary use.

Development of Emergency Response System by Risk Assessment Methodology in Energy Facility (에너지 시설물의 위험성 평가에 따른 비상대응 시스템 구축)

  • Lee, Heon-Seok;Kang, Seung-Gyun;Jung, In-Hee;Kim, Bum-Su;Yoo, Jin-Hwan;Park, Chul-Hwan;Kim, Dae-Heum;Ko, Jae-Wook
    • Journal of the Korean Institute of Gas
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    • v.12 no.2
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    • pp.118-123
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    • 2008
  • There are many facilities, such as facilities for high pressure gas storage and systems related to high pressure pipes, to handle hazardous materials in energy industries. Because the foundation of the proper risk analysis and management system has not been established, there is the possibility of an accident and Korea has met higher accident rate than developed countries. These accidents in energy facilities could cause great damage to facilities including the surrounding area, We have conducted the present research in order to systematize the emergency response system (ERS) using a lot of information on the degree of damage in an accident by consequence analysis.

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Revising the Archives Law to Boost Commercial Records Facilities Industry : Issues & Tasks (민간시설 활성화를 위한 공공기록법 개정(안) : 쟁점과 과제)

  • Lee, So-Yeon
    • The Korean Journal of Archival Studies
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    • no.47
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    • pp.197-225
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    • 2016
  • Korean archival community had continuously dealt with attempts at weakening the core of records and archives principles in the name of deregulation. In 2015, Korean government announced revisions of the Archives Law in order to boost uses of commercial records facilities by public institutions. As key concepts were unclear and understandings among stake-holders varied, a considerable degree of chaos and anxiety aroused. The amendment itself was held at National Assembly. The unresolved disputes rested, however, waiting for another attempt of similar nature. As the recognition propelled this paper, it aimed at reviewing major contending arguments and proposing future actions.

Study for Reducing Safety Distance by Installing Ammunition Storage Facility in Underground (탄약저장시설 지하화에 따른 안전거리 축소방안 연구)

  • Park, Sangwoo;Jun, Jonghoon;Choi, Hangseok;Park, Young-Jun
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.3
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    • pp.253-260
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    • 2020
  • With increasing interest in an underground-type ammunition storage facility, several design results have been provided recently. However, since not only experts in the tunnel but also military persons in charge of ammunition have not fully understood the safety distance standard, reliable design results are not being produced. In this study, the effective design method of an underground-type ammunition storage facility was provided by analyzing the current safety distance standard. First, the critical safety distances that dominate the size of construction site for underground-type ammunition storage facilities were evaluated, which are the layout of chambers and the configuration of the entrances. Then, the decreasing effect of inter-chamber distance was studied according to the rock type and the storage density of ammunition. In addition, the method of designing tunnels with parallel lines and two-floors was considered for arranging more chambers while complying with the safety distance standards. In particular, numerical simulations were carried out to determine the satisfaction of the safety distance standards when an underground-type ammunition storage facility is composed of two-floor and the decreasing effect of inter-chamber distance according to the inner explosive pressure reduction. Finally, the method to adjust the size of entrances and the path of pressure were studied for decreasing the safety distance at the entrance.

Optimization of Explosion Prevention for LPG Storage Tanks (폭발방지를 고려한 LPG 저장탱크 최적설계)

  • Leem, Sa-Hwan;Huh, Yong-Jeong;Son, Seok-Woo;Lim, Jae-Ki;Lee, Jong-Rark
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.7
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    • pp.897-903
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    • 2010
  • Used gas to the vehicle fuel are the problems of the 'survival' beyond the 'quality of life' improvements and revive a new paradigm of 'sustainable development' which pursues economic development in harmony with environmental conservation. However, the fatalities caused by explosions and fires increases every year with the increase in the use of LPG; gas accidents in large-scale storage facilities also cause severe damage to property. In this study, a suitable storage tank is designed in which the surface area of the fuel exposed to flames is minimized in order to prevent explosions; thus, the occurrences of explosions in underground storage tanks can be minimized. According to the optimum design of storage tank obtained in this study, underground containment space was minimized; the minimized diameter and length of a 20-ton storage tank was 3 m and 4.83 m, respectively. Thus, safety was ensured since surface area exposed to flames decreased by 89.4%, which is less than the exposed surface area in the currently used storage tanks.

Prediction of Water Storage Rate for Agricultural Reservoirs Using Univariate and Multivariate LSTM Models (단변량 및 다변량 LSTM을 이용한 농업용 저수지의 저수율 예측)

  • Sunguk Joh;Yangwon Lee
    • Korean Journal of Remote Sensing
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    • v.39 no.5_4
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    • pp.1125-1134
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    • 2023
  • Out of the total 17,000 reservoirs in Korea, 13,600 small agricultural reservoirs do not have hydrological measurement facilities, making it difficult to predict water storage volume and appropriate operation. This paper examined univariate and multivariate long short-term memory (LSTM) modeling to predict the storage rate of agricultural reservoirs using remote sensing and artificial intelligence. The univariate LSTM model used only water storage rate as an explanatory variable, and the multivariate LSTM model added n-day accumulative precipitation and date of year (DOY) as explanatory variables. They were trained using eight years data (2013 to 2020) for Idong Reservoir, and the predictions of the daily water storage in 2021 were validated for accuracy assessment. The univariate showed the root-mean square error (RMSE) of 1.04%, 2.52%, and 4.18% for the one, three, and five-day predictions. The multivariate model showed the RMSE 0.98%, 1.95%, and 2.76% for the one, three, and five-day predictions. In addition to the time-series storage rate, DOY and daily and 5-day cumulative precipitation variables were more significant than others for the daily model, which means that the temporal range of the impacts of precipitation on the everyday water storage rate was approximately five days.

A Study on the Economic Analysis of the Energy Storage System in Customer (수용가용 전력저장시스템의 경제성분석에 관한 연구)

  • Kim, Jeongho;Jang, Junoh
    • New & Renewable Energy
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    • v.10 no.3
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    • pp.47-54
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    • 2014
  • Recently, BESS is considered as one of essential countermeasure for demand side management. However, an economic evaluation is critical issue for the introduction of power system because the cost of BESS is very high in present stage. Therefor, this paper presents economic evaluation method for customer use case by considering peak shaving function based on the real time price. From the case study on the model power system and educational customer, it is confirmed that the proposed method is a practical tool for the economic analysis of BESS. and analytical approach for the reliability assessment in radially operated distribution systems. The approach can estimate the expected reliability performance of distribution systems by a direct assessment of the configuration of the systems using the reliability indexes such as NDP (Non-Delivery Power) and NDE (Non-Delivery Energy). The indexes can only consider the number and configuration of the load, but can not consider the characteristics of the load which is the one of the most important factor in the investment cost for the distribution systems. Therefore, this paper presents the new performance indexes for the investment of the distribution facilities considering both the expected interruption cost for the load section and the operation characteristics of Energy Storage System. The results from a case study show that the proposed methods can be a practical tool for the reliability management in distribution systems including Energy Storage System.

Evaluation of ground characteristics near underground rainfall storage facilities using shear wave velocity (전단파 속도를 이용한 지하 저류조 주변 지반특성 평가)

  • Jo, Seon-Ah;Oh, Tae-Min;Cho, Gye-Chun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.16 no.2
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    • pp.225-236
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    • 2014
  • Shear wave velocity was used to estimate the geotechnical characteristics (void ratio and shear strength) of ground near an underground rainfall storage facility. An oedometer cell was utilized to measure the shear wave velocity and the displacement of specimens. Shear strengths were obtained by direct shear tests. The relationships along the shear wave velocity, void ratio, and shear strength were verified and used to infer the shear strength profile with the depth. In addition, changes in shear strength due to the construction of the underground rainfall storage system were estimated using the suggested method. The results show that the in-situ shear strength deduced from the shear wave velocity-void ratio-shear strength relationship is in good agreement with that obtained from an in-situ investigation (SPT).