• Journal of the Korean Society of Hazard Mitigation
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• v.11 no.3
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• pp.191-200
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• 2011

Levee failure cause the huge amount of damage to human and property. Overflow and erosion of levee are primary cause of a break in a levee but the analysis of breach pattern and impact is partially inadequate. The flow characteristics of meandering rivers are very important in field of river hydraulics that should be studied in practical viewpoints relating to river levee. In meandering the secondary flow that rotary direction is changed reciprocally occurs in three dimension is known. In this study flow characteristics of local river are considered and of meandering channels are analyzed using CCHE2D and FLOW3D. The stability and accuracy of models are examined comparing the measuring and analyzed data for the experimental channel and natural river(Namgang). Consequently, the flow characteristics in a meandering river are suggested precisely and it is essential that river levees having meandering river should be analyzed.

• Journal of Wetlands Research
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• v.25 no.1
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• pp.14-25
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• 2023

Floodplain in a reservoir is defined as the area naturally formed between the design flood level and the normal pool level. Located around the dam reservoir, floodplain has been damaged in many different ways including cultivation. As it is impossible to restore all the damaged floodplain at once, it is necessary to determine their order of priority. This process considers various factors, among which the flooding frequency is an important hydrologic characteristic, Different from the floodplains in a river, all the floodplains around the given dam reservoir have the same flooding frequency. To overcome this problem, this study proposes to use the cumulative flooding area curve, which represents the cumulative flooding area corresponding to the reservoir water level. Especially, this study evaluates the flooding frequency of those water levels corresponding to the cumulative flooding area of 30%, 50% and 70%. As application examples, this study considers the five restoration candidates each selected in the Andong Dam, Imha Dam, Youngju Dam and Nam river Dam of the Nakdong River Basin. As a result, the cumulative flooding area curve was found to well represent the overall shape of the floodplain (i.e., steep-to-mild slope or mild-to-steep slope). Also, the flooding frequency of those water levels corresponding to the cumulative flooding area of 30%, 50% and 70% was found to be so effective to quantify the hydrologic characteristics of a floodplain.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.593-593
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• 2012

CIGS 박막 태양전지는 일반적으로 soda-lime glass(SLG)를 기판으로 사용하여 SLG/Mo/CIGS/CdS/ZnO/ITO/Grid의 구조로 제작된다. 하지만 SLG를 기판으로 사용할 경우, 유리의 특성상 무게가 무겁고, 유연성이 없기 때문에 건축물 적용에 적합하지 않다. 이러한 문제점을 극복하기 위해 가볍고 유연한 금속 및 폴리이미드 기판을 이용한 CIGS 태양전지가 널리 연구되고 있다. 그러나, 폴리이미드 기판의 경우, 특성이 우수한 CIGS 박막을 얻기 위한 고온 공정을 사용할 수 없기 때문에 이에 대한 고려가 필요하다. 본 논문에서는 CIGS 박막 태양전지 제작을 위한 폴리이미드 기판의 특성과 그 위에 형성한 후면 전극의 특성을 논의하고자 한다. 4종류의 폴리이미드 기판에 대한 열 특성을 시차주사열량계(differential scanning calorimeter)와 열중량분석기(thermogravimetric analysis), 열기계분석기(thermo mechanical anaylsis)를 이용해 분석하였다. 또한 Mo 후면 전극을 DC-sputter를 이용해 형성한 후, XRD와 AFM, 4-point probe를 이용하여 결정성 및 표면 거칠기, 면저항을 분석하였다. 결정성과 거칠기는 SLG에 증착했을 때와 동일한 결과를 보였으며, 면저항은 폴리이미드 필름에 증착 할 경우 더 크게 측정되었다. 본 연구는 중소기업청 산연기술개발사업(SL122689) 및 과학기술연합대학원대학교(UST)의 지원을 받아 수행된 "공동연구 지원사업"의 연구결과입니다.

• Journal of Life Science
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• v.25 no.2
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• pp.237-242
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• 2015

The use of calcite-forming bacteria (CFB) in crack remediation and durability improvements in construction materials creates a permanent and environmentally-friendly material. Therefore, research into this type of application is stimulating interdisciplinary studies between microbiology and architectural engineering. However, the mechanisms giving rise to these materials are dependent on calcite precipitation by the metabolism of the CFB, which raises concerns about possible hazards to cement-based construction due to microbial metabolic acid production. The aim of this study was to determine target microorganisms that possibly can have bio-corrosive effects on cement mortar and to assess multi-functional CFBs for their safe application to cement structures. The chalky test was first used to evaluate the $CaCO_3$ solubilization feature of construction sites by fungi, yeast, bacterial strains. Not all bacterial strains are able to solubilize $CaCO_3$, but C. sphaerospermum KNUC253 or P. prolifica KNUC263 showed $CaCO_3$ solubilization activity. Therefore, these two strains were identified as target microorganisms that require control in cement structures. The registered patented strains Bacillus aryabhatti KNUC205, Arthrobacter nicotianae KNUC2100, B. thuringiensis KNUC2103 and Stenotrophomonas maltophilia KNUC2106, reported as multifunctional CFB (fungal growth inhibition, crack remediation, and water permeability reduction of cement surfaces) and isolated from Dokdo or construction site were unable to solubilize $CaCO_3$. Notably, B. aryabhatti KNUC205 and A. nicotianae KNUC2100 could not hydrolyze cellulose or protein, which can be the major constituent macromolecules of internal materials for buildings. These results show that several reported multi-functional CFB can be applied to cement structures or diverse building environments without corrosive or bio-deteriorative risks.

• Journal of the Korean Society for Railway
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• v.14 no.3
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• pp.271-275
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• 2011

According to governmental policies for green growth, the increase in the traffic volume of railroad is a representative method to reduce total greenhouse gas (GHG) emitted from transport. Comprehensive assessment for the GHG emission of railroad has been studied to compare the difference of transport modes just in the operating step excluded the construction step. The purpose of this study was to evaluate GHG emissions in railroad construction sector. The targets were some construction works for civil, track, building, and electric system in A line. The GHG emission source of constructing railroad infrastructure was mainly the energy consumption of heavy equipments. As a result, the civil construction sector showed more than 96% of total GHG emissions and its specific GHG emission was 2.191 ton $CO_2e/m$. Also, the specific GHG emissions of civil construction works were of the order: earthworks > tunnels > bridges > station. In future, it will be required to calculate the overall GHG emission of railroad through life cycle approaches including operation, maintenance and disposal step.

• International Journal of Highway Engineering
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• v.12 no.2
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• pp.129-136
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• 2010

The present annexed parking lot standards for buildings in Parking Act are categorized in 9 groups in terms of recreation, culture and assembly, housing, factory, and so on, in which same grouped facilities have uniform parking standards. The local governments have authority to itemize groups and adjust parking standards within ${\pm}50%$ ranges. These days diversity in building types and functions need more fractionated parking standards; however, most local governments focusing merely on applying strengthened parking standards in general without systematic rules of consistency. The current problem of parking standards being used is lack of regarding facility characteristics; expecially, a large sized high-tech manufacturing facility located in industrial site is still applied by same parking standards as normal manufacturing facility, even though most part of manufacturing process is automated and hence less manpower is employed. This paper presents a systematic method of analyzing parking generation unit for factory facilities in industrial site in terms of facility use and scale characteristics.

• Journal of Korean Society for Geospatial Information Science
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• v.21 no.3
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• pp.47-54
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• 2013

Real estate development promotes the efficient management of the land and has immense impact on national economy. So, it is necessary to establish a comprehensive policy by accumulating related information. Real estate development map must have the information about a parcel and adjacent parcel to make it possible to analysis in spatial domain, because error will be manifested in analysis using only real estate attribute information. This can be allocate the attribute of public management information about real estate on cadastral information and spatial information for social infrastructure and buildings. Especially, it must maintain the latest information of changes in the shape and the attributes of the buildings. This study suggested a method for developing a real estate development map based on road name address map and a method to maintain the latest information through the connection with related systems.

• Journal of the Korea Institute of Building Construction
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• v.10 no.4
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• pp.67-74
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• 2010

Currently domestic rural communities are coping with the modernization of farming and agricultural competitiveness. Nevertheless, year after year many agricultural facilities have accidents due to the collapse or damage of facilities due to natural disasters or technical problems. This research is the development of a P-C-M prototype support system to solve the problems related to collapse or damage accidents at agricultural facilities. The P-C-M support system is a process encompassing procurement, construction and maintenance. In this research, a P-C-M support system process module design is performed, a P-C-M support system algorithm is developed, and a P-C-M support prototype system is developed. In conclusion, the developed P-C-M support system is expected to contribute to information-sharing on agricultural facilities, and communication between the user and suppliers.

• Journal of architectural history
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• v.26 no.4
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• pp.35-44
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• 2017

The purpose of this study is to classify three-Kan hipped and gable-roofed Buddhist temples with the construction of their eave curve of part chunyeo and examine the characteristics and causes. The conclusions have been drawn as follows: First, there are largely three ways to secure symmetry in eave curve of part chunyeo. One is to obtain symmetry in eave curve of part chunyeo by making the size of eaves curves on well sides the same and forming symmetric curves in the front section along with the side roof and then forming the straight line in the central part (hereinafter referred to as the long straight line section method). The second is a method to enlarge eaves curves in the front and form eaves curves on the roof section to be symmetric (hereinafter referred to as the front is larger than side eaves curves method). The third is the method to make eaves curves in the roof section to be symmetric by adjusting the roof length and making difference between the front and side roof's length minimum (hereinafter referred to as the roof length-controlling method). Second, there are 16 cases applying two or more methods, and they are the mainstream. Third, there are 12 cases applying the front is larger than side eaves curve method and roof length-controlling method both, which seems to be the most universal. To sum up, they secured symmetry in roof edges considering the construction of seonjayeon and pyeongyeon according to the size of the structure, recognition on the directions of entrance into the area of the building, forms of planes, harmony with structures around, recognition on roof curves in accordance with the size, and also structural faults in the chunyeo part.

• Journal of architectural history
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• v.26 no.3
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• pp.39-49
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• 2017

It is difficult to build a hipped and gable roof in slender rectangular type due to restraint in variation of lateral length caused by gongpo arranged on the side, purlin space and the form of gable part and aesthetical effect of chunyeo maru. Against this backdrop and with the assumption that this phenomenon is more apparent in roofs of three-bay-kan Buddhist temples with the hipped and gable roof among national treasure Buddhist temples, this study has aimed to prove that a roof can be built in a less slender rectangular type than that of flat form and to present the building methodology and found the following findings. First, The ratio of lateral to longitudinal length of the roof has been adjusted by protruding the chunyeo and the method of adjusting the ratio of lateral to longitudinal length of the roof is considered to be determined depending on the availability of woods to be used in chunyeo. Second, in order to symmetrically arrange the edge of the roof, which is critical from the perspective of construction morphology, the chunyeo angle has been intentionally adjusted to reduce the gap of length between the front roof and the lateral roof. To sum up, the characteristic of the hipped and gable roof, which is difficult to be built in slender rectangular type, is more clearly shown in the roof and it is identified that the length of the front roof and the lateral roof has been intentionally adjusted to achieve the symmetrical arrangement of roofline of the roof edge.