• The Korean Journal of Ecology
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• 제19권5호
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• pp.487-496
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• 1996

This study was conducted to investigate pollutant loading, were quality and plant distribution of 8 streams which are tributaries of the Youngsan River. The nitrate reductase activity (NRA) and nutrient removall capacity of the most frequently occurring aquatic plants on streamside were also determined. As a result, the pollutant loading appeared to be correlated with the area of watershed, while the water quality was related to the land use pattern of each steam. The aquatic plants were distributed differently among the streams; Hydrilla verticillata - Potamogeton crispus, Numphoides peltata - Hydrocharis dubia and Polygonum thunbergii - Phragmites japonica were dominant at the Orye Chon, Jungan Chon, Whangryong River and Jiseok Chon, while potamogeton crispus - Lemma paucicostata, Zizania latifolia - Phragmites communis were dominant at the Youngam Chon and Munpyeong Chon. Persicaria hydropiper and Echinochloa crus-galli var. oryzicola were dominant at Kwangju Chon which was polluted with domestic wastewater. >From the measurement of leaf NRA for dominant species, the highest value of NRA was shown by the Polygonum thunbergii, followed by Oenanthe javanica > Phragmites communis > Zizania latifolia > Lemma paucicostata. The highest nitrogen and phosphorus removal capacity was found in Phragmites communis.

• 한국안전학회지
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• 제35권4호
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• pp.15-22
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• 2020

Scaffolding works are demolished after this structure is completed, and safety accidents often occur because they are installed differently from legal standards or frequently change during work. Therefore, in order to strengthen the safety of scaffolding, the Ministry of Land, Infrastructure and Transport required a need for design standards for temporary facilities that can systematically prevent and solve large-scale safety accidents that are repeatedly increasing during temporary construction. It has been enacted, and some contents have been revised for the past three years. However, construction site personnel do not know or know the revised matters, but often install scaffolding by the installer's experience rather than complying with relevant laws and regulations. It is the situation that the ground strength test of the foundation ground for the load applied to the floor of the column is omitted in most sites. Therefore, this study grasped the actual situation on the degree of recognition of the revised laws and regulations of the construction site and the foundation-based treatment of the floor working load of the scaffolding column, and derived problems. In addition, we intend to provide reference materials for the endurance test according to the ground conditions to small-scale small sites where it is difficult to conduct the test by carrying out the endurance test of the scaffolding ground according to the revised standards.

• 소성∙가공
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• 제17권8호
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• pp.600-606
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• 2008

In closed-die hot forging, a billet is formed in dies such that the flow of metal from the die cavity is restricted. Some parts can be forged in a single set of dies, whilst others, due to shape complexity and material flow limitations, must be shaped in multi sets of dies. The purpose of a performing operation is to distribute the volume of the parts such that material flow in the finisher dies will be sound. This study focused on the design of preforms, flash thickness and land width by theoretical calculation and finite element analysis, to manufacture the super hot forging product, 70MC type piston crown used in marine engine. The optimal design of preforms by the finite element analysis and the design experiment achieves adequate metal distribution without any defects and guarantees the minimum forming load and fully filling of the cavity of the die for producing the large piston crown. The maximum loads obtained by finite element analysis are compared with the results of experiments. The loads of the analysis have good agreements with those of the experiment. Results obtained using DEFORM-2D enable the designer and manufacturer of super hot forging dies to be more efficient in this field.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.1509-1513
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• 2009

The research of applying reinforced retaining wall due to support the land pressure that given from train's load has been accomplished actively in domestic area. After the retaining wall has been installed, the collapse or partial destruction that generated by effect of train's vibration and repetitive load of train may be induced. Accordingly in the period of using this, the sufficient durability should be guaranteed and years of durability are one hundred and as these are longer than road structure's, the technique that introduced to wall and monitor the long-term strain is necessary. In this paper, the optical fibre is induced vertically to the reinforced retaining wall and after the subsistence of optical fibre is confirmed, the early strain that applied to optical fibre after insertion is monitored. Before and after the concrete placing, damage feasibility of optical fibre is measured by using OTDR(Optical Time Domain Reflectometer) and after concrete is cultivated, the early strain induced to optical fibre is measured by application of BOCDA (Brillouin Correlation Domain Analysis) system.

• 전기학회논문지
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• 제67권8호
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• pp.1019-1023
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• 2018

In this paper sensitivity analysis of temperature on special day electricity demand of land and Jeju Island is performed. The basic electricity demand per 3 hours is defined as electricity demand that reflects the GDP effect without the temperature influence. The temperature sensitivity per 3 hours is calculated through the relationship between special day electricity demand normalized to basic electricity demand and temperature. In the future, forecast error will be improved if the temperature sensitivity per 3 hours is applied to the special day load forecasting.

• Structural Engineering and Mechanics
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• 제71권2호
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• pp.131-138
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• 2019

It is necessary to predict subway induced vibration if a new subway is to be built. To obtain the vibration response reliably, a three-dimensional (3D) FEM model, consisting of the tunnel, the soil, the subway load and the building above, is established in MIDAS GTS NX. For this study, it is a six-story frame structure built above line 3 of Guangzhou metro. The entire modeling process is described in detail, including the simplification of the carriage load and the determination of model parameters. Vibration measurements have been performed on the site of the building and the model is verified with the collected data. The predicted and measured vibration response are used together to assess vibration level due to the subway traffic in the building. The No.1 building can meet work and residence comfort requirement. This study demonstrates the applicability of the numerical train-tunnel-soil-structure model for the serviceability assessment of subway induced vibration and aims to provide practical references for engineering applications.

• 생물환경조절학회지
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• 제26권3호
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• pp.181-187
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• 2017

간척지 온실의 환경설계 기술 개발을 위한 기초자료 제공을 목적으로, 첨단 시설원예단지 설치 계획이 있는 국내 7개 대규모 간척지 주변의 기후조건을 분석하였으며, 새만금 간척지 내에 설치된 3연동 플라스틱 온실을 대상으로 하절기에 시설 내외의 열적 환경계측 실험을 통하여 자연환기 및 온도 상승 특성을 분석하고, 간척지 온실의 환경 설계에 적용해야 할 부분을 검토하였다. 작물의 유무에 따른 온실의 환기율을 비교한 결과, 작물이 있으면 온실의 환기율은 낮아지지만 작물의 증발산에 의해 실내기온 상승은 감소하는 것으로 나타났다. 작물이 있는 경우 온실의 환기회수는 대체로 0.3~0.9회/min의 범위에 있었고, 평균 0.7 회/min으로 나타났다. 실외기온 대비 실내기온 상승은 $1{\sim}5^{\circ}C$정도의 범위에 있었고, 평균 $2.5^{\circ}C$로 나타났다. 간척지에 설치된 실험온실의 자연환기 성능은 여름철 권장 환기율을 거의 만족시키고, 실외기온 대비 실내기온 상승도 작물재배 환경을 크게 벗어나지 않으므로 새만금 간척지에서는 냉방설비 없이 자연환기 만으로 온실의 작물 재배가 가능할 것으로 판단된다. 간척지는 해안에 위치하고 있어 내륙지역에 비하여 바람이 강하고, 안개가 자주 끼는 특성을 보이는 것으로 나타났다. 이와 같이 강한 풍속은 온실의 환기율을 증가시키므로 냉방부하의 감소요인으로 작용하게 될 것으로 판단된다. 또한 안개지속시간이 내륙지역에 비하여 현저하게 길기 때문에 기간냉방부하는 감소할 것으로 예상되며 이는 냉방설비의 운전경비 측면에서 유리할 것으로 판단된다. 또한 간척지 온실의 환기 및 냉방시스템 설계 시에는 주변의 기상관측소 자료를 그대로 이용하지 말고, 온실 설치 지역에서 실측한 기상자료 또는 현장 여건을 반영하여 보정된 기상자료를 사용하여 설계하도록 할 필요가 있다.

• 한국초지조사료학회지
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• 제28권2호
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• pp.139-154
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• 2008

본 연구는 수입사료가 우리나라 농업환경의 오염부하에 미치는 영향을 파악하고자 2005년을 기준년도로 하여 수입사료 품목별 수입량 및 비료성분량, 수입사료로 인한 가축 사양단계에서 비료성분 발생량을 추산하고, 농경지 작물별 재배면적과 양분요구도 분석을 통해 수입사료로 인한 농경지의 오염부하도를 분석하였다. 수입사료를 통해 국내로 도입되는 비료성분량은 질소 371천톤, 인산 140천톤, 가리 143천톤, 주요 수입품목인 곡류 및 식물성 유박류에서 유래하는 비료성분 국내도입량은 성분별로 질소 93%, 인산 89%,가리 84%를 차지하였으며, 양돈급여를 기준으로 한, 수입사료 유래 가축분뇨 중 비료성분 함량은 질소 148천톤, 인산 84천톤, 가리 86천톤으로 수입사료를 통한 국내 양분 도입량의 52%, 인산 52%, 가리 42%의 비중을 차지하였다. 가축으로부터 배설되는 비료성분 중 퇴 액비화를 통한 자원화량은 질소 81천톤, 인산 74천톤, 가리 76천톤 이었으며, 퇴 액비로 투여된 비료성분의 무기 화율을 고려한 성분별 작물유효량은 질소 44천톤, 인산 48천톤, 가리 69천톤이었다. 또한 작물에 흡수 이용되지 못하고 토양에 축적되거나 지하수 등으로 용탈되는 비료성분은 질소 37천톤, 인산 27천톤, 가리 7천톤으로 추산되었다. 총수입가축사료로 도입되는 비료성분량 질소 371천톤, 인산 140천톤, 가리 143천톤과 비교할 때, 총비료성분 도입량 대비 농경지에서 작물에 흡수되는 비료성분량은 질소 12%, 인산 34%, 가리 48% 이었으며, 농경지에 축적 유출되는 비료성분량은 질소 10%, 인산 34%, 가리 5%로 가축분뇨 처리과정에서 대기 및 수계로의 유출량 등을 고려할 때 우리나라 환경 전반에 대한 오염부하 영향을 줄 우려가 있는 것으로 나타났다.

• 한국전산구조공학회논문집
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• 제29권2호
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• pp.131-140
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• 2016

최근 강풍으로 인한 옥외광고물의 파손 및 추락으로 인해 불특정 다수에게 인적 및 물적 피해를 야기하고 있다. 옥외광고물은 사유시설과 공공시설물의 성격을 모두 갖기 때문에 옥외광물로 인한 피해를 저감하는 것은 개인의 노력뿐 아니라 제도 및 규정을 통해서도 이루어져야한다. 이러한 피해는 강풍에 취약한 옥외광고물의 내풍설계 기준의 미비가 가장 큰 요인으로 인식되고 있어 본 연구에서는 옥외광고물의 내풍설계 표준을 제시하였다. 이를 위해 풍속에 영향을 주는 옥외광고물 설치위치의 주변 풍환경이나 높이, 설치위치 등 풍속과 관련한 요소를 반영하였으며, 건축구조기준 2015(안)의 기본풍속도와 풍속보정 절차에 의한 풍하중 산정 과정을 제시하였다. 이 과정에서 공학적 판단이 요구되는 옥외광고물 설치위치 주변의 지표 조도구분 및 지형계수 평가에 대해 정략적으로 적용할 수 있는 기준을 제시하였다. 또한 비전문가 관점에서 적용하기 용이하도록 가능한 단순화된 정량화 절차를 제시하였다.

• 한국조경학회지
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• 제28권6호
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• pp.114-126
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• 2001

The purpose of this study is to establish the databases of pollutant sources and water quality measurement data by utilizing GIS, and making the user interface for the management of pollutant sources. Yeongsan Estuarine Lake was formed of a huge levee of 4.35 km constructed by an agricultural reclamation project. Water quality of the reservoir has been degraded gradually, which mainly attributes to increase of point and non-point source pollutant loads from the lake's watershed of 33,374.3 $\textrm{km}^2$ into it. Application of GIS to establishment of the database was researched of pint source such as domestic sewage, industrial wastewater, farm wastes, and fishery wastes, and non-pont source such as residence, rice and upland field, and forest runoffs of the watershed of the lake. NT Acr/Info and ArcView were mainly utilized for the database formation. Land use of the watershed using LANDSAT image data was analyzed for non-point source pollutant load estimation. Pollutant loads from the watershed into the reservoir were calculated using the GIS database and BOD, TN, TP load units of point and non-point sources. Total BOD, TN, TP loads into it reached approximately to 141, 715, 2,094 and 4,743 kg/day respectively. The loads can be used as input parameters for water quality predicting model of it. A user-friendly interface program was developed using Dialog Designer and Avenue Script of AcrView, which can perform spatial analysis of point and non-point sources, calculate pollutant inputs from the sources, update attribute data of them, delete and add point sources, identify locations and volumes of water treatment facilities, and examine water quality data of water sampling points.