• 아시안잔디학회지
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• 제18권2호
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• pp.77-95
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• 2004

This study was conducted to find out definition, specification and characteristics of water-proof method for pond at golf courses that located in the mountain in Korea. Water-proof method of pond was selected by location, kind of soil, area, depth, cost, construction period and so on. 1. Soil Bentonite Sealing Liner(SBL) is to mix soil with a good quality bentonite. Then the mixed material was dressed on the bottom of pond. $\\$Merit of SBL is to purify the water and planting is possible. It can also reduce construction period and is economical. It's easy to find out the leak points. Demerit of SBL is expensive, if good quality soil is not in constructing site. Shape of pond edge is simple. 2. Ethylen Propylene Diene Monomer Sheef(EPDM-Sheet) makes use of sheet that resists to acid and alkaline. EPDM-Sheet spreads out as a mat on the pond for water-proof. Merit of EPDM-Sheet is to perfectly prove water and make a diverse shape of pond edge. Demerit of EPDM-Sheet is not friendly to environment. It needs drain system, air ventilation and long period of construction. It is also difficult to find out leaking points in this method. 3. Water proof of ESS-13 uses ESS-13 that is resin of vegetable matter and friendly to environment. To prove water of pond, ESS-13 is delicate with water in the pond. After that, Ess-13 in the water is expanded at pore space in the soil and cover with soil. ESS-13 can be to prove a leaking pond in golf course under business. ESS-13 is cheap and it needs short construction period. It does not need to switch the old water-proof system, additionally. It needs to move fishes to other place before utilizing ESS-13.

• 한국산학기술학회:학술대회논문집
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• 한국산학기술학회 2009년도 추계학술발표논문집
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• pp.100-102
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• 2009

Effect of temperature, pH and soil depth on germination of Dianthus chinensis, Dianthus barbatus, and Perennial pennant were investigated in growth chamber and soil condition at the ratio of 7:3 (natural soil and organic soil) in laboratory condition. the optimum temperature for seed germination was recorded for $20^{\circ}C-\;25^{\circ}C$. Maximum germination was observed for Dianthus barbatus (76%) where as in soil condition Perennial pennant (51%) showed maximum germination at 1 cm soil depth. Similarly, optimum pH for seed germination was at pH 6 in all the species. So in lower pH (at pH4) seed germination was inhibited. Germination of these selected species at different environmental condition help to construct the ecological sound proof wall to mitigate the noise especially in urban areas.

• 한국의류학회지
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• 제30권8호
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• pp.1178-1187
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• 2006

The purpose of this study is to conduct a questionnaire survey on the actual conditions of the working uniform and protective equipment put on by street cleaners, then to identify their inconvenience and problems and to draw solutions to improve them, and finally to design a spring-and-autumn street cleaner uniform which has enhanced functionalities such as motional flexibility, safety and soil proof. The questionnaire survey of this study was done by street cleaners who were in charge of street cleaning and collecting the recyclable waste. The result of this study, easily worn-out parts of the working clothing were the sleeve hems and the front part on the upper uniform, and the trouser hems and zipper on the lower uniform. Easily soiled parts were the sleeve hems, parts of arm on the upper uniform, and the trouser hems and knee parts on the lower uniform. Based on the results of the questionnaire survey, the sample uniforms were designed in consideration of material, design and pattern. A soil-proof material was used for easily soiled parts such as sleeve hems, knee parts and trouser hems. Reflective material was applied to the parts such as chest, back and the side lines of sleeves and trousers to raise visibility in working and to ensure safety. A crease was given to each side of the back. The height of sleeve cap was lowered to lift the motional flexibility of back and arm parts. Darts were applied to elbow and knee parts for a three-dimensional design. Gussets were inserted in the thigh part to give it activity. Then quantitative evaluation and a sensory evaluation, which was composed of outward appearance, motional flexibility and fitness for field operation, were conducted. According to these evaluations, the sample uniform was found to be more satisfactory than current uniform.

• 한국화재소방학회논문지
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• 제24권1호
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• pp.95-102
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• 2010

본 연구에서는 목조한옥구조 적심부 실물화재 실험을 통하여 목조건축문화재 지붕 상부구조 내부의 연소특성을 분석하였다. 실험체는 숭례문 지붕 내부 구조의 특성을 고려하여 제작하였으며, 기와를 제외한 강회, 보토, 적심, 개판 순으로 구성하고 위치별로 열 측정 장치를 설치하였다. 첫 번째 실험은 목조건축 문화재의 적심 지붕구조를 가지는 경우 연소 및 화재 성상을 알아보았다. 두 번째 실험은 화염이 직접 접촉하는 서까래와 천정 개판 상 하부에 방염도료를 도색하여 방염도료 내화 성능을 알아보았다. 세 번째 실험은 적심부와 개판 사이에 방염천을 넣어 적심부 및 강회층에 화염 전파에 어떤 영향을 미치는지 알아보았다. 그 결과 목조 한옥구조 지붕의 적심부 화재 전파는 외부 화염의 제거 후에도 내부에 장시간에 걸쳐 연기와 화염이 계속 진행함을 보였다. 또한, 방염도료의 경우 내열효과를 보였으며, 방염천의 경우 화염전파온도를 $100^{\circ}C$ 이하로 유지할 때 적심부로부터 화염전파차단 효과를 보였다.

• 한국환경농학회지
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• 제40권4호
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• pp.313-321
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• 2021

비가림 시설에서 'Beni Balad' 포도재배 시 부숙유기질비료 및 Urea를 토양 시용에 의한 암모니아 배출량 산정과 과실품질에 미치는 영향은 다음과 같다. Urea는 처리 1일째부터 암모니아 배출량이 급격히 증가하기 시작하여 15일째에 peak를 이루다가 점차 감소하였으며 그 이후에는 다른 처리와 큰 차이는 없었다. COF2 처리는 처리 후 1일째 peak를 보이다가 점차 감소하였으며, 그 이후는 대조구와 비슷한 발생량을 나타내었다. COF1 처리는 1일째 증가하여 완만한 곡선을 이루다가 15일째에 peak를 이루고 점차 감소하여 그 이후 대조구와 비슷하였다. 140일간 암모니아 누적 배출량은 대조구 2.63, Urea 12.95, COF1 2.05, COF2 3.97 kg NH₃-N ha^-1 day^-1 이었다. 토양내 무기성분 함량이 COF2에서 암모니아태 질소는 유의하게 높았으며 수확시 엽병의 T-N 농도는 COF1 처리보다 COF2 처리가 0.1% 감소하였다. P와 K 농도는 COF1 처리로 인하여 증가하였으나 Ca와 Mg 농도는 차이가 없었다. 과실품질은 Urea 처리는 과피의 경도, 가용성 고형물 및 안토시아닌 함량은 증가하였고, COF1 처리는 가용성고형물 및 안토시아닌 함량은 증가하였으며, 산 함량은 전 처리 모두 증가하였다. 그러나 과중, 과방크기, Hunter L, a, b값에는 차이가 없었다. 이상의 결과는 포도나무 Beni Balad 품종에서 Urea, 부숙유기질비료의 토양 시용 시 암모니아 배출량 산정에 기초자료가 될 것으로 판단되었다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2003년도 학술발표논문집
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• pp.175-178
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• 2003

There is a case to use dredged-sea sand as a filling material because of difficulty of obtaining required filling material for tideland reclamation project from the land. At this time, side slope erosion is occurred because the precipitation falling to the top of bank acts as infiltration water when it pass through inside of the semi-permeable filling section. This study has confirmed the declining effect of permeability by conducting permeability test to the condition of mixing of bentonite to the dredged sea-sand. And also this study has confirmed that the above processed-soil could be used as a water-proof layer to protect infiltration of water through the infiltration flow analysis.

• Journal of Forest and Environmental Science
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• 제35권4호
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• pp.213-222
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• 2019

Climate change has been intensifying and affecting forest ecosystems. Over the years, the intensity and frequency of climate change have increased and the effects of climate change have been aggravating due to cumulative greenhouse gases such as CO₂, which has resulted in several negative consequences, drought being the main threat among all. Drought affects forest ecosystems directly and indirectly. Insufficient soil moisture, due to drought, may affect the growth of plants and soil respiration (SR), and soil temperature may increase because of desiccated soil. In addition, the mortality rate of plants and soil microorganisms increases. As a result, these effects could reduce forest productivity. Thus, in this article, we have presented various research studies on artificial drought using throughfall exclusion, and we have mainly focused on SR, which is significantly related to forest productivity. The research studies done worldwide were sorted as per the main groups of Köppen-Geiger climate classification and intensively reviewed, especially in tropical climates and temperate climates. We briefly reviewed the properties among the exclusion experiments about the temperate climate, which mostly includes Korean forests. Our review is not a proof of concept, but an assumption for adequate investigation of drought effects in the Korean forest.

• 한국토양비료학회지
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• 제47권4호
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• pp.225-234
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• 2014

This study was carried out to investigate the sustainable agriculture of no-tillage technique including recycling of the ridge and the furrow of a field for following crops in Korea. No-tillage systems affect soil physical properties such as three phase (solid, liquid, and air phase) and distribution of soil granular. Solid ratio of subsoil in 3-year of no-tillage (NT) treatment was remarkably lower than that in conventional (CT, 2-year of no-tillage + 1-year of tillage) treatment, while air ratio of subsoil in NT remarkably increased. Bulk density of subsoil in NT remarkably decreased. Porosity of subsoil in NT remarkably increased. Deviation of air phase, bulk density, and porosity of top soil and subsoil in NT remarkably decreased in NT compared with CT. Solid phase ratio and liquid phase ratio in NT and CT had positive (+) correlation. Solid phase ratio and air phase ratio in NT and CT had negative (-) correlation, also liquid phase ratio and air ratio had negative (-) correlation. Bulk density and liquid ratio in soil had positive (+) correlation at top soil and subsoil in NT. Bulk density and air ratio in soil had negative (-) correlation in NT and CT. Porosity and liquid phase ratio had negative (-) correlation, r =1), the significant value was lower in NT than in CT. Porosity and air phase ratio had positive (+) correlation (r =1).

• 한국지반공학회논문집
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• 제28권3호
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• pp.45-54
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• 2012

최근 쓰레기 매립장에 널리 사용되고 있는 토목섬유는 흙과의 접촉면에서 대변형 거동 및 변형율 연화 등의 전단거동 특성을 보이는데, 이는 토목섬유-흙 접촉면에서 함수비, 연직응력, 화학적 요소의 영향 등 고유물성에 기인한다. 본 연구에서는 침출수 내의 산성 및 염기성과 같은 성분의 영향이 진동하중 상태에서 토목섬유-흙 접촉면의 전단강도 감소에 미치는 영향을 분석하였다. 이를 위하여 이미 구축된 다기능 접촉면 시험기(M-PIA)를 수정 제작하고 200일간 수침시킨 토목섬유와 흙 시료를 이용하여 진동 직접전단시험을 수행하였고, 그 결과 교란상태개념에 기초하여 화학적 인자들에 의한 토목섬유-흙 접촉면의 화학적 전단강도 감소 특성을 교란도 함수로써 확인하였다. 또한 전계방출주사현미경(FIB)을 이용하여 화학적 인자에 따른 흙입자 및 접촉면 손상의 차이를 확인하였다.

• 한국지반공학회논문집
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• 제33권12호
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• pp.59-73
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• 2017

3차원 유한요소 프로그램(PLAXIS 3D)를 이용한 수치해석을 통하여 동적표면하중 하에서지반-말뚝 구조물의 상호작용을 평가하였다. 수치해석에 의한 진동대 실험 형태의 하중조건 및 지반시스템에 대한 동적 p-y곡선을 산정하고 이를 통하여 말뚝-지반의 조건, 말뚝의 선단부 조건, 재하조건 등을 고려하여 매개변수 연구를 하였다. 그 결과 주파수 1.4Hz 입력 진동수가 모형 말뚝-지반 시스템의 고유진동수 1.4Hz와 거의 일치하여 공진 현상이 발생하여서 다른 진동수의 결과와 비교시 다른 p, y 값을 보이고 있다. P-y 곡선에서 이를 대표할 수 있는 경향선을 나타내는 3차 다항함수로 표현하여 결과를 정리하였다. 특히 단독 말뚝의 경우 지배적인 곡선의 형태가 수학적인 증명을 통해 타원(ellipse)임을 밝혀냈다. P-y곡선의형태가 타원인 경우는 타원 방정식을 직접 지반-구조물의 동적설계나 해석에 이용하는 것이 바람직하다고 판단된다.