• Korean Journal of Environment and Ecology
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• v.18 no.1
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• pp.53-60
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• 2004

This study was carried out to investigate the effect of green area in apartment complexes to variation of temperature. The inside temperature of each site was estimated by analyzing Landsat ETM＋ image data. The factors on variation of temperature were landcover type, building density, and Normalised Difference Vegetation Index(NDVI). The results of correlation between inside temperature of apartment complex and land cover type showed that the green area ratio had negative(－) correlation and impermeable pavement ratio had positive(＋) correlation. Building-to-land ratio was not significant with inside temperature. A coefficient of correlation between the temperature value and the value of permeable pavement ratio added up green area ratio was higher than a coefficient of correlation between the temperature value and the value of permeable pavement ratio added up impermeable pavement ratio. Thus we may define that permeable pavement area decrease urban temperature with green area in apartment complex. Floor area ratio had no significant correlation with inside temperature. Inside temperature was decreased as the NDVI was increased. To establish the temperature distribution model in a development apartment complex, As the result of regression analysis between inside temperature as dependent variable and permeable pave ratio+green area ratio, green area ratio, building-to-land ratio and NDIT as independent variables, only permeable pavement ratio added up green area ratio of the independent variables was accepted fur regression equation in both two seasons and adjusted coefficient of determination was 41.4 on September, 2000 and 40.4 on June,2001.

• KOREAN JOURNAL OF CROP SCIENCE
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• v.66 no.4
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• pp.339-349
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• 2021

In recent years, the occurrence of bacterial diseases of soybean has been increasing due to the continuous rise in spring temperature and the humid weather as a result of rain concentrated at the middle and late stages of crop growth. The resulting severe economic damage is also a concern. Unfortunately, there are no precise data on the occurrence and damage to lay the foundation for bacterial disease control in soybean in the Chungbuk Province. Therefore, the present study investigated the occurrence of major bacterial diseases, namely bacterial pustules, bacterial blight, and wildfire, in different soybean varieties in 410 fields in the Chungbuk Province in 2017. The incidence rate of bacterial pustules in the affected fields was 76.6%, and the incidence rate of infected plants was 29.3%. The incidence rate of bacterial blight in the affected fields was 13.9%, and the incidence rate of infected plants was 4.6%. The incidence rate of wildfire in the affected fields was 23.2%, and the incidence rate of infected plants was 10.1%. The overall incidence rate of bacterial diseases in the soybean fields where the diseases originated was 37.9% for bacterial pustules, 21.0% for bacterial blight, and 25.0% for wildfire, indicating that the disease incidence rate in fields where the disease originated was generally high. Among different varieties, the incidence rate of bacterial pustules was the highest in sprout soybean (88.9%), followed by Seoritae (84.0%) and Daewon (81.2%). The incidence rate of bacterial blight was the highest in the Daewon (19.6%), followed by Seoritae (15.2%) and sprout soybean (12.5%). The incidence rate of wildfire was the highest in sprout soybean (25.0%), followed by Daewon (24.7%) and Seoritae (5.4%). Meanwhile, in Uram, the incidence rate of bacterial pustules (7.1%) was the lowest, and this variety was not affected by bacterial blight or wildfire.

• Proceedings of the Korean Society of Organic Agriculture Conference
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• 2009.12a
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• pp.283-283
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• 2009

본 연구에서는 2008년 전라남도 나주시 반남지역과 노안지역 두 곳의 벼 농가포장에서 유기재배 및 관행(일반)재배 시험을 수행하고 벼 병충해발생, 생육 및 수량, 그리고 쌀의 품위 및 품질을 비교 분석하였다. 시험의 연구결과를 요약하면 다음과 같다. 1) 벼 병충해 방제는 노안지역 관행재배는 2회, 반남지역 관행재배는 4회 실시하였으며 유기재배는 노안, 반남지역 모두 2회 실시하였다. 포장에서 벼 병해충은 줄무늬잎마름병, 잎도열병, 이삭도열병, 잎집무늬마름병, 흰잎마름병, 혹명나방, 멸구류가 주로 발생하였다. 벼 병해충 중 잎도열병, 이삭도열병, 혹명나방은 관행재배보다 유기재배에서 발생이 많았다. 2) 벼생육상황은 간장이나 수장은 관행재배에 비해 유기재배에서 약간 짧은 경향이었다. 노안지역은 유기재배의 경우 관행재배에 비해 주당수수는 0.6개 정도 많았으나 수당입수, 등숙비율, 정현비율, 현미 천립중이 낮았다. 반면 반남지역은 유기재배의 경우 관행재배에 비해 주당수수는 0.8개 정도 적었으나 수당입수와 등숙비율은 높았고 정현비율은 낮았다. 전체 수량은 유기재배가 관행재배에 비해 노안지역은 84% 수준이고, 반남지역은 94% 수준이었다. 3) 쌀의 품위는 노안지역과 반남지역 두 지역 모두 완전립율이 관행 재배보다 유기재배에서 낮은 경향을 보였다. 쌀의 품질은 반남지역의 경우 유기재배시 기비로 사용한 질소가 관행재배에 비해 많아서 늦게 비효가 발현되어 이삭도열병, 혹명나방 피해가 발생하여 관행재배에 비해 단백질, 취반미 윤기치값이 낮았다. 반면 노안지역의 경우 유기재배시 기비로 사용한 질소가 관행재배에 비해 적어서 관행재배보다 단백질, 백도, 취반미 윤기치 값 등에서 양호하게 나타났다. 이상의 연구 결과를 소비자들에게 홍보하여 이들로부터 소비를 촉진케 함으로써 벼 유기재배 농가의 소득증대에 기어코자 한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.362-366
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• 2015

지난 백여 년 동안 인간은 과거의 그 어떤 선조들도 이루지 못한 지식과 기술의 발전을 통해 고도로 산업화된 사회를 이루었지만, 전 지구적으로 기후변화라는 부차적인 결과와 현실에 직면하고 있다. 이상기후 현상은 전지구 규모뿐만 아니라 일정한 소규모 지역에서도 관측되고 있으며, 국내에서는 특히 특정 지역에 국한되어 단시간에 발생하는 집중호우가 대표적인 사례이다. 현재까지 집중호우 발생 지역과 정도를 예측하기란 불가능한 상태이며, 산업화와 도시화가 진행될수록 그 피해는 더욱 증가할 것으로 예상된다. 따라서 집중호우에 대비한 도시 배수 시스템을 재점검할 필요가 있으며, 기존의 배수시설을 대체할 만큼 효율적인 배수구조물의 개발이 시급하다. 기존 도시지역의 측구형 수로관에는 마감불량, 정밀시공의 어려움, 이물질의 누적과 물고임, 노출로 인한 파손, 포장층 침투수 배수문제 등 많은 문제점들이 존재한다. 따라서 본 연구에서는 기존의 측구형 수로관의 단점을 보완하는 더욱 효율적인 집수정을 개발하고자 하였다. 집수정을 덮고 있는 포장층 상부면을 따라 흐르는 표면수를 처리할 뿐만 아니라, 포장층 내부로 스며드는 침투수를 처리 가능하도록 구조체 상부에 침투수 유입공을 설치하여, 표면수와 침투수를 동시에 고려하는 이중배수 시스템을 구성하였다. 본 연구에서 개발하는 집수정 구조체는 침투수에 의한 도로 및 구조체의 내구성 감소 및 겨울철 동파 현상을 방지할 수 있을 뿐 아니라, 단순공정, 시공성 향상, 유지비용절감 등 기존 배수 시스템과 비교해 많은 장점을 내포하고 있다. 본 연구에서 개발하는 이중배수 집수정의 효율 및 배수능력 평가를 위해서는 기존의 구조체와 차별되는 침투수 유입공에 대한 평가가 선행되어야 한다. 이를 위해서 침투수 유입공에 대한 실내 실험 장치를 구축하였으며, 반복 실험을 통해 침투수 유입공을 통한 배출 능력을 평가하고자 하였다. 또한 실험 결과를 바탕으로 구조체의 효능을 결정짓는 기준을 제시하고자 한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.5D
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• pp.771-781
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• 2006

This Study is about the development of LCC Analysis Model and Evaluation of VE. It was carried out to help the person's intention decision about choosing the pavement construction method that can deal with 'Pavement Life Factor' like Area Character and Traffic Volume efficiently, by considering the total life cycle cost of pavement life cycle happens according to the numbers of public use year. For this, we developed the new LCC Analysis Model by using the Data of Seoul city the representative city in Korea, and carried out VE Evaluation that reflects the opinions of specialists. This Analysis Model consists of cost items that affects directly the choice of pavement construction, except for the common cost items of the various pavement construction. And we investigated the propriety by applying our model to the example line that are used for the public at present. About the base data of cost items that are used for our analysis, we enhanced our model's confidence by using the statistics data of Seoul and the standard data of unit cost calculation.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.96-96
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• 2016

최근 들어 지구온난화 등의 환경적 요인과 지역별 온도차 등으로 인해 국지성 호우가 빈발하고 있다. 많은 양의 폭우가 좁은 지역에 집중적으로 비를 뿌리는 국지성 호우는 저지대 침수와 범람, 산사태, 축대 붕괴 등의 위험성 등을 증가시키며, 특히 도시지역은 개발로 인한 지표면의 포장 등 자연공간이 감소하여 개발 전 지표면의 유역 내 저류 및 지연효과가 현저히 감소하고 있다. 시가지의 확대와 도로포장 등 유역 내 불투수층의 증가로 홍수유출량과 첨두유출량이 점차 증가하고 있고 이러한 국지성 호우에 의한 피해는 점점 다양해지고 대형화 되고 있으며, 버스정류장 한 두개 정도의 거리에서도 호우형태가 크게 달라지고 있다. 하지만 영동지방의 경우 1개의 관측소가 $834.4km^2$, 낙동강 유역의 경우 $126.8km^2$로 간헐적으로 분포되어 있다. 많은 양의 폭우가 좁은 지역에 집중적으로 비를 뿌리는 국지성 호우를 관측하기 위해서는 고밀도의 면적강우량 산정이 필요하다. 본 연구에서는 차량용 강우센서를 이용하여 W-S-R 관계식을 개발하였으며, 대상지역인 삼척시내를 대상으로 면적강우량을 산정 하였으며, 실제 관측 면적강우량과의 비교를 통해 차량용 강우 센서를 이용하여 생산된 면적강우량의 효용성을 검토하였다.

• Geotechnical Engineering
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• v.6 no.1
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• pp.35-42
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• 1990

Over the years, most pavement designs based on soil strength and permanent strain are almost independent of soil elasticity. However, it was found that plasticity and elasticity of soil have both effected on the failure of pavement structures. The elasticity of soil, hence, using the resilient modulus is reflected for recent pavement design. Although the current AASHTO specifications(1986) for pavement design had changed the soil support value to the resilient modulus, triaxial devices conducting the resilient modulus test have not been fully equipped in a great majority of laboratories. Thus, in the present work, such a resilient modulus is usually derived(from CBR, K values, etc.) by estimating equations. The purpose of this study is to evaluate the resilient modulus of weathered granite soils sampled from 4 points of the central region of Korea by means of AASHTO T 274-82. According to this, some empirical equations for predicting that of the weathered granite soil are proposed and then, the relationship to convert CBR into the resilient modulus is developed.

• Journal of Korea Water Resources Association
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• v.52 no.12
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• pp.1011-1023
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• 2019

Rapid urbanization increases the risk of hydrologic disasters due to the increase of impervious areas in urban areas. Precipitation characteristics can be transformed due to the rise of global temperatures. Thus urban areas with the increased impervious areas are more exposed to hydrological disasters than ever before. Therefore, low impact development practices have been widely installed to rehabilitate the distorted hydrologic cycle in the urban area. This study used the Stormwater Management Model to analyze the water quantity and quality of the Mokgamcheon which had been severely urbanized, considering future climate scenarios presented by various general circulation models (GCMs). In addition the effectiveness of permeable pavement by 27 sub-watersheds was simulated in terms of water quantity and quality considering various GCMs and then the priorities of sub-watersheds were derived using an alternative valuation index which uses the pressure-state-response framework.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.2
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• pp.77-85
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• 1992

Layer material properties of asphalt concrete changes with climatic conditions. Pavement design and analysis should be performed in the representative climatic condition that gives standard physical properties of pavement layer materials. In this study, an evaluation procedure of pavement design temperature is proposed and programed based on damage effect analysis using fatigue failure criterion. Three regions, Seoul, Daegeon, and Pusan, are chosen to obtain the representative climatic data of South Korea. Domestic pavement design temperature is developed by applying the proposed algorithm to 6 domestic pavement section models with the respective regional climatic data. Asphalt concrete pavement failure criterion is also proposed for the condition of developed domestic pavement design temperature. The design temperature for the region of South Korea is estimated as $l7^{\circ}C$, which is converted to $23.6^{\circ}C$ for the AC surface layer temperature. It is found that the procedure to determine design properties of AC surface layer material at $20^{\circ}C$ gives overestimated results of AC moduli for the domestic pavement system. From the comparison study, it is also found that the estimated pavement design temperature is similar to the result of SHELL Design Chart.

• Korean journal of applied entomology
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• v.37 no.2
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• pp.123-125
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• 1998

In peony fields located in Uisong and Yeongcheon distribution of Meloidogyne hapla was examined. Of 131 fields examined, M. hapla was isolated from 102 fields. In 57.8% of the infested fields, M. hapla density was higher 31 larvae1300 ml soil, the larval density isolated from upland fields were higher than those from paddy fields. Sandy loam soil harbored higher number of larvae than clay soil. Physio-chemical properties of soil might affect nematode population: High larval density was detected from those fields with low contents of OM, K+ and low pH. Fields infested with high larval densities required more lime than those with low or non infested fields.