• Applied Chemistry for Engineering
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• v.30 no.1
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• pp.39-42
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• 2019

We report on the design of oil-water separators and the selection of materials for the effective application of highly selective membranes fabricated by commercial PET (polyester) fabrics. The waterproof ability of PET fabrics was optimized to improve the separation selectivity. The density of individual PET fabrics should be over $60g/m^2$, and the multi-layered structure is more favorable for the waterproof ability together with maintaining the removal efficiency. For the continuous adsorption and removal process, the rotating perforated cylinder was selected, and covered with membranes. Furthermore, more improved and stable removal efficiency was obtained by installing floating baffles which forces the oil content to move toward membranes.

• Tribology and Lubricants
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• v.37 no.6
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• pp.224-231
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• 2021

Recently, the waterproofing performance of high-voltage connectors in automotive vehicles has attracted increased interest. In this study, an optimal cross-sectional shape was derived to obtain uniform contact pressure and strain by considering stress relaxation problems caused by initial tension when mounting a seal. A high strain of 52.1 was distributed in the round region, owing to excessive initial tension. The finite element method (FEM) analysis indicated that the strain corresponding to the optimal initial tensile was 11. We adopted six design factors to optimize the seal cross-section and three factors as the main design factors. An orthogonal arrangement table was prepared using Minitab. FEM analyses of 16 study models were conducted to determine the optimized model. The contact pressure of the optimization model is the most evenly distributed while satisfying the waterproof performance of 0.47 MPa. Compared to the initial model, the difference in strain decreases from 35.5% to 19.6%. Finally, the derived cross-sectional shape can reduce the strain of the round region by 33.8% and the differences in the contact pressure at the upper and lower surfaces by 42% and 76%, respectively.

• Journal of the Korean Institute of Landscape Architecture
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• v.39 no.4
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• pp.11-17
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• 2011

This study focused on the regulations and support system of green rooftop landscaping between Korea and China. Our research found out regulations and support system to review the supplement point to understand the present state of green rooftop landscaping in the two countries. We aimed to provide basic legal information for the development of green rooftop landscaping regulations. Also, a management plan guide and after-evaluation guide were suggested. First, roof load safety is the foremost factor for the structure of green rooftop landscaping. It includes not only considering the weight of construction materials, but also accurately calculating weight of rain, snow and the rooftop's capacity for people when the rooftop is designed. Second, the appropriate waterproof and root material should be selected basing on climatic conditions. Third, a maintenance and management plan needs to be established to regularly check the plant, facilities, soil and to maintain them. Fourth, the criteria of quality inspection are waterproof and root resistant material, and the growth and development of plants. Waterproof and root resistant materials are a very important part of rooftop greening, so they must be strictly inspected after construction. Fifth, the support system of rooftop greening should be continuously improved. The choice of the object and the amount of support should be strictly stipulated so that the construction of rooftop is promoted when volunteers do rooftop greening.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.5
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• pp.3518-3524
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• 2015

Spatial and time variation of the precipitation in Korea is high, therefore, more than 2/3 of the annual precipitation is concentrated during the rainy season. Climate change also causes the intensive rainfall in the area of dense population, thus the occurrence frequency of the heavy flood in the impervious area has been increased. Therefore, the structural food mitigation measures such as the construction of the higher design frequency stormwater pipes, pumping stations, and/or detention ponds. The flood bypass tunnel or retention storage is also one of the efficient structures to mitigate flood damage in the urban area. However, the economic feasibility has been controversial because the flood bypass tunnel might be used once or twice a year. To solve the problem, the multi-functional tunnel for the urban traffic and flooding bypass has been considered. In this study, the design criteria of the road and water tunnel has been analysed and the composite design criteria is proposed for the multi-functional tunnel which is expected to be constructed.

• Proceedings of the Korea Technology Innovation Society Conference
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• 2017.11a
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• pp.209-228
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• 2017

사회의 글로벌화와 다원화로 인한 행정수요가 다양화 되고 정책문제가 복잡해지면서 이를 해결하기 위한 부처 간의 협력이 강조되고 있다. 이에 따라 다부처연구개발사업(이하 다부처사업)의 수요가 확대되고 있는 상황에서, 실무적 측면의 다부처사업 추진체계 설계 및 평가를 위한 가이드라인이 필요하다. 이를 위해, 본 연구에서는 연구개발사업의 목적 및 내용에 따른 추진체계 평가방법을 개발하는 것을 목적으로 하였다. 본 연구에서는 추진체계의 효율성 평가를 위해 거래비용 개념을 도입한 평가방법론을 제안하였다. 추진체계를 도입함으로써 절감할 수 있는 거래비용과 발생하는 조직비용의 값을 비교하여 추진체계의 효율성을 분석할 수 있는 평가방법을 설계하였고, Williamson과 Coase의 이론을 도입하여 각 비용을 측정할 수 있는 대리지표를 도출하고 설문을 설계하였다. 전문가를 대상으로 델파이 조사를 진행하여 도출된 대리지표의 기획 평가 관점에 따른 가중치를 설정하였다. 제안한 평가방법의 적용 가능성을 검증하고 보완사항을 도출하고자 현재 추진되고 있는 4개의 다부처사업에 대한 사례연구를 수행하였다. 본 연구는 다부처사업의 추진체계의 효율성을 사전적 및 사후적으로 평가할 수 있는 방법을 제시하였다는 점에서 의의가 있다.

• Fire Science and Engineering
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• v.26 no.1
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• pp.113-119
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• 2012

In this research, in order to prevent spread of vertical flame from building exterior fire, A head was developed. The performance standards of Head development complied with NFPA 80A 7.7.4.3 (Recommended Practice for Protection of Buildings Exterior Fire Exposures) and the standards are applied to the discharge pressure was 0.05 MPa and the discharge flow rate was 60 l/min. The head was developed about applied to 0.05 MPa and 65 l/min through the process of the experiment of five times, it is processed from drencher head and used in domestic intended use and structure are quite different. An appropriate distances between the head and the head proved as the experimental results to within 3 m~5 m and it selectively applied to the design is being considered depending on the fire hazard strength.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.20 no.5
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• pp.472-481
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• 2008

In this study hydraulic experiment was carried out to investigate the flow characteristics in the submerged outlet structure of Boryeong power plant and the efficiency of bubble reduction by installing horizontal porous plate in the outlet structure. The cross-sectional mean velocity in the submerged outlet structure was smaller than 1 m/s, the target value at the design stage to prevent bubble outflow to the open sea area. In addition, it was found that the maximum depth of bubble penetration is reduced 30 to 50% by installing the horizontal porous plate at the second falling location in the submerged outlet structure. It is expected that the total bubble amount entrained in the water will be most efficiently reduced by installing square-hole-shape porous plate of 20 cm hole size and making its central section as non-porous structure to dissipate the energy of falling water.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.1
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• pp.251-258
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• 2005

Up until now, most protection design has been concerned primarily with concrete's exterior protection from corrosion, its waterproof ability and its reparability. However, there are many cases in which service life of the concrete is shortened because suitability of the type of concrete surface has not been thoroughly investigated in the development process. According1y, this paper presents the development and test of the material for its reparability and its protection against corrosion in the case of wet surfaces (i.e. water supply facilities, sewage systems, and port facilities) in this country. From the test, both A type and B type are excellent for durability in watertightness, chemical resistance and abrasion. Test results of adhesive strength over $15kgf/cm^2$ under both wet and dry conditions, curing conditions and various temperatures conditions were also achieved in field tests.

• Proceedings of the KSR Conference
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• 2010.06a
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• pp.1982-1990
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• 2010

Excepting tunnel of dorimstream - ccachimountain station section, the subway line No.2th section was build using ASSM and NATM methods because of soil pressure and land condition. The way of dealing underground water was selected without sufficient preconsideration of geographical features, ground condition, influence of lowing underground water, and long-term cost of running maintenance so that the form of undrained tunnel was build having decreased construction characteristics and technically improper elements. The form of partial drainage is very difficult to manage structures of tunnel, because water leakage, water pressure causing cracks of lining concretes and scaling are constantly happened. so partial drainage suggest that setting reinforced Anchor Bolt to prevent buoyancy and should increase center drainage way up to height of railroad. Partial drainage suggest that holey pipe(${\phi}$350mm) manhole, drainage checking pipe manhole are should be regularly dredged, when changing roadbed(gravel${\rightarrow}$concrete) drainage checking pipe manhole should be build and setting a limitation of entering underground water's quantities. Beside drainage degree in changed section of structures causing instability of structures is continuous degree. so if efficient drainage way and the patterns of flaws, problems are considered in survey, it will be expected to have a advantage condition in maintenance part.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1295-1299
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• 2006

횡월류위어는 홍수 피해 경감을 위해 계획되는 방수로나 저류지의 유입부에 주로 사용된다. 따라서 이러한 횡월류위어를 통해 방수로나 저류지로 월류되는 월류량을 정확히 예측하는 것은 이러한 시설의 홍수 피해 경감 능력을 예측하는데 있어 매우 중요하다. 횡월류위어를 통해 흐르는 흐름은 매우 복잡하기 때문에 일반적으로 이러한 흐름을 분석하는 것은 매우 어렵다. 따라서 대부분의 횡월류위어 유량계수 공식은 De Marchi의 해석해와 다양한 실험 자료에 근거하여 제시되고 있다. 따라서 지금까지 횡월류위어 유량계수에 대하여 많은 공식이 제안되어 왔지만, 대부분의 공식이 유사한 형태를 가지고 있으며, 횡월류위어의 상류에서의 프루드수$(Fr_1)$를 제일 중요한 설계 인자로 고려하고 있다. 그러나 최근 횡월류위어에 대한 연구가 점차 발전됨에 따라 횡월류위어 상류에서의 프루드수 외에도 위어높이와 횡월류위어 상류 수심의 비(h/y), 그리고 횡월류위어의 길이와 본류 폭의 비(L/B) 등이 고려되고 있다. 그 중에서 L/B 의 효과는 점차 중요하게 고려되고 있다. 그러나 대부분의 연구자들이 사용한 실험 장비들은 상 대적으로 높은 L/B 조건을 가지는데 반하여, 현재 국내에서 계획되고 있는 천변저류지 등에 설계된 횡월류위어의 설계 범위는 대체로 $1/10{\sim}1/200$이므로 기존 연구자들의 실험 범위와 매우 다르다고 할 수 있다. 따라서 본 연구에서는 상대적으로 폭이 넓은 실험 수로를 이용하여 횡월류예연위어의 유량 계수에 대한 실험을 수행하였다. 지금까지의 실험 결과에 의하면 동일한 실험 조건에 대해서 기존 연구자들에 의해서 제안된 공식으로 계산한 유량계수 보다 측정된 자료를 이용하여 계산한 유량계수의 값이 상대적으로 더 큰 것 으로 나타났다. 통해 배수될 때 암석이 머금고 있는 물로 인해 추가적으로 발생하는 중력은 다른 재료가 가지지 못한 화산석의 또 다른 장점이라 할 수 있다.서는 자료변환 및 가공이 필요하다. 즉, 각 상습침수지구에 필요한 지형도는 국립지리원에서 제작된 1:5,000 수치지형도가 있으나 이는 자료가 방대하고 상습침수지구에 필요하지 않은 자료들을 많이 포함하고 있으므로 상습침수지구의 데이터를 인터넷을 통해 서비스하기 위해서는 많은 불필요한 레이어의 삭제, 서비스 속도를 고려한 데이터의 일반화작업, 지도의 축소.확대 등 자료제공 방식에 따른 작업 그리고 가시성을 고려한 심볼 및 색채 디자인 등의 작업이 수반되어야 하며, 이들을 고려한 인터넷용 GIS기본도를 신규 제작한다. 상습침수지구와 관련된 각종 GIS데이타와 각 기관이 보유하고 있는 공공정보 가운데 공간정보와 연계되어야 하는 자료를 인터넷 GIS를 이용하여 효율적으로 관리하기 위해서는 단계별 구축전략이 필요하다. 따라서 본 논문에서는 인터넷 GIS를 이용하여 상습침수구역관련 정보를 검색, 처리 및 분석할 수 있는 상습침수 구역 종합정보화 시스템을 구축토록 하였다.N, 항목에서 보 상류가 높게 나타났으나, 철거되지 않은 검전보나 안양대교보에 비해 그 차이가 크지 않은 것으로 나타났다.의 기상변화가 자발성 기흉 발생에 영향을 미친다고 추론할 수 있었다. 향후 본 연구에서 추론된 기상변화와 기흉 발생과의 인과관계를 확인하고 좀 더 구체화하기 위한 연구가 필요할 것이다.게 이루어질 수 있을 것으로 기대된다.는 초과수익률이 상승하지만, 이후로는 감소하므로, 반전거래전략을 활용하는 경우 주식투자기간은 24개월이하의 중단기가 적합함을 발견하였다. 이상의 행태적 측면과 투자성과측면의 실증결과를 통하여 한국주식시장에 있어서 시장수익률을 평균적으로 초과할 수 있는