• 한국포장학회지
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• 제27권3호
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• pp.169-174
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• 2021

우리나라가 1인당 플라스틱 년간 소비량이 132 kg(2019)으로 세계1위로 나타났고, 지구온난화와 탄소중립을 위한 국제적 협약이 진해되고 있으며 소비자들도 바이오플라스틱에 대한 관심과 니즈가 증가하고 있어, 바이오플라스틱 소재에 복합 사용화 첨가제를 농도별로 첨가하여 필름을 생산 시 토출량, 용융지수, 인장강도 변화를 조사하였다. 석유계 수지인 LLDPE와 LDPE보다 PLA와 PBAT에서 용융지수가 현저히 높은 것으로 나타났으며 동일 수지나 동일 처리구에서는 heating temperature가 증가함에 따라 용융지수가 증가한 것으로 나타났다. 상용화제 4%를 첨가한 BDP-2 처리구에서 토출양도 비중도 우수한 것으로 조사되었으며, MD 및 TD 방향의 인장강도도 높게 나타나 BDP-2가 복합화 생분해 필름 제조용 제조 방법으로 가장 적합한 것으로 사료되었다.

• Journal of Ecology and Environment
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• 제46권1호
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• pp.85-98
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• 2022

Background: Korean white pine (Pinus koraiensis) is a major commercial species, and the importance of the oak trees (Quercus spp.) is increasing due to various factors such as environmental and ecological values. However, more information is required to clearly understand the growth characteristics of these species especially regarding thinning intensity. This study was performed to provide the basic information to develop the silvicultural guideline and field manual by analyzing tree and stand characteristics in line with thinning intensity in the Korean white pine plantation and oak-dominated natural deciduous forest. Results: Diameter at breast height (DBH) and volume changes by the thinning intensity in the Korean white pine plantation were significantly different from those in the oak-dominated deciduous natural forest. In particular, DBH distribution in the pine stand appeared that there were more large diameter trees as the thinning intensity was higher. DBH periodic annual increment (PAI) of the pine stand was higher as the thinning intensity was stronger and the growth period was shorter. This trend was similarly shown in the natural deciduous forest, but the amount of PAI was smaller than in pine stand. The volume PAI after thinning was not decreased over time. In each stand type, the PAI tended to be lower as stand density was higher. The volume PAI in the pine stand was significantly higher than that in the oak-dominated natural deciduous forest. Dead trees occurred the most in the unthinned plots of each stand type, and those were higher in the natural deciduous forest. Ingrowth trees were observed only in the natural deciduous forest, and its distribution was the lowest in unthinned plots; Korean white pine as ingrowth occurred the most frequently among many tree species. Conclusions: Different effects of thinning treatment on DBH and volume PAI, mortality, and ingrowth were observed for each stand. With respect to forest growth, Korean white pine plantation was superior to the oak-dominated natural deciduous forest. The results of this study offer fundamental information for the development of silvicultural guidelines for Korean white pine plantations and oak-dominated natural deciduous forests in Korea.

• 한국대기환경학회지
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• 제31권3호
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• pp.209-222
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• 2015

Fine and coarse PM had been collected by LVCI (low volume cascade impactor) and HVAS (high volume air sampler) during January 1989 to April 2012 at Kyung Hee University, Global Campus located on the boarder of Yongin and Suwon. The database of PM mass concentration was constructed and then intensively and extensively investigated to understand monthly, seasonal, and annual patterns of each PM behavior. Especially the study separated all the PM data into the 5 Period Zones, which were classified on the basis of social, political, and environmental issues that might be influencing local ambient air quality during the monitoring period. The overall $PM_{10}$ level had been continuously decreased until 2005 and after then was staggering due to rapidly increasing $PM_{2.5}$ level in $PM_{10}$. The annual average of $PM_{2.5}$ concentration varied from $34.3{\mu}g/m^3$ to $59.0{\mu}g/m^3$, which were much higher than the 2015 ambient air quality standard. The $PM_{2.5}$ level was strongly associated with haze events, while both $PM_{10}$ and $PM_{2.5}$ levels were associated with Yellow storm events. Daily concentrations of $PM_{2.5}$ were ranged $13.1{\sim}212.9{\mu}g/m^3$ in haze days and $33.6{\sim}124.6{\mu}g/m^3$ in Asian dust days. The study also intensively investigated annual and seasonal patterns of $PM_{2.5}/PM_{10}$ ratios.

• 한국ITS학회 논문지
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• 제12권1호
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• pp.1-14
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• 2013

연평균 일교통량(AADT)은 교통 및 도로부문에서 중요한 기초자료로 활용되지만 예산 제약 등의 한계로 인해 일부 지점에 대해서만 상시조사를 통해서 AADT를 산출하고 있으며, 대다수의 지점에서는 단기 교통량 조사에서 수집된 샘플자료를 이용하여 AADT를 추정 활용하고 있다. 현재 단기 교통량 조사지점의 AADT 추정을 위하여 조사된 자료를 단순 평균하는 방법이 적용되고 있다. 기존 AADT 추정모형은 보정계수를 적용하는 방법이 대표적인 방법이나, 이 방법은 단기 교통량 조사 지점이 어떤 상시조사 지점의 보정계수를 적용할지에 대한 객관적인 방법이 없어 한계가 있다. 이에 본 연구에서는 공간통계모형을 도입하여 교통량 자료의 공간상관관계를 분석하고, 크리깅 모형을 적용하여 AADT를 추정하는 방법에 대하여 알아보았다. 공간통계모형의 AADT 추정의 정확도를 기존 연구와 비교하기 위하여 동일 대구간의 상시조사 지점의 보정계수를 적용하는 방법(방법 1)과 보정계수 그룹핑을 이용하여 해당 그룹의 보정계수를 적용하는 방법(방법 2), 공동크리깅을 적용한 방법(방법 3)을 비교분석하였다. 분석결과 공동크리깅을 적용한 모형은 기존 모형에 비해 AADT 추정 정확도가 향상되는 것으로 나타났다.

• 한국항만학회지
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• 제5권2호
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• pp.19-37
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• 1991

This work aims to : establish a model of the container physical distribution system of Pusan port comprising 4 sub-systems of a navigational system, on-dock cargo handling/transfer/storage system, off-dock CY system and an in-land transport system : examine the system regarding the cargo handling capability of the port and analyse the cost of the physical distribution system. The overall findings are as follows : Firstly in the navigational system, average tonnage of the ships visiting the Busan container terminal was 33,055 GRT in 1990. The distribution of the arrival intervals of the ships' arriving at BCTOC was exponential distribution of $Y=e^{-x/5.52}$ with 95% confidence, whereas that of the ships service time was Erlangian distribution(K=4) with 95% confidence, Ships' arrival and service pattern at the terminal, therefore, was Poisson Input Erlangian Service, and ships' average waiting times was 28.55 hours In this case 8berths were required for the arriving ships to wait less than one hour. Secondly an annual container through put that can be handled by the 9cranes at the terminal was found to be 683,000 TEU in case ships waiting time is one hour and 806,000 TEU in case ships waiting is 2 hours in-port transfer capability was 913,000 TEU when berth occupancy rate(9) was 0.5. This means that there was heavy congestion in the port when considering the fact that a total amount of 1,300,000 TEU was handled in the terminal in 1990. Thirdly when the cost of port congestion was not considered optimum cargo volume to be handled by a ship at a time was 235.7 VAN. When the ships' waiting time was set at 1 hour, optimum annual cargo handling capacity at the terminal was calculated to be 386,070 VAN(609,990 TEU), whereas when the ships' waiting time was set at 2 hours, it was calculated to be 467,738 VAN(739,027 TEU). Fourthly, when the cost of port congestion was considered optimum cargo volume to be handled by a ship at a time was 314.5 VAN. When the ships' waiting time was set at I hour optimum annual cargo handling capacity at the terminal was calculated to be 388.416(613.697 TEU), whereas when the ships' waiting time was set 2 hours, it was calculated to be 462,381 VAN(730,562 TEU).

• 환경위생공학
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• 제9권2호
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• pp.1-7
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• 1994

Rainwater was collected in Seoul area from January 1991 to December 1993 (over 3years) and by the analysis of the chemical components contained in rainwater, investigated the components that effect on rainwater pH Through the above studies the following conclusions were obtained. 1) Method for Averaging pH Volume weighted method is considered to be acceptable providing that precipitation is measured at the same time when the samples are taken, without precipitation data a simple averaging method should be the next choice. 2) Annual average rainwater pH was 4.98 in 1991, 4.80 in 1992, 4.67 in 1993, measurement range was 3.6-8.1. 3) In the relationship between rainwater pH and rainfall amounts rainwater pH for light rain(<15mm rainfall) was existent in the wide range(pH 4-7), but for heavy rain was corresponded to the annual average values. 4) Annual frequency of pH was Birrndat the frequency($\gamma $) between the density of the [$H^{+}$] and pH in the rainwater(over 3years ), $NO_{3}^{-}$ was excellent and the obtained results was 0.62 in 1992. Also In the correlation coefficient($\gamma $) according to the pH range $SO_{4}^{2-}, NO_{3}^{-}$, were 0.85 ,0.68 at 3.6 $Cl^-$ was 0.99(1993). At 4.1$NO_{3}^{-}(\gamma=0.48)$ in 1992, SO_4^{2-}($\gamma$=0.54), $NO_{3}^{-}(\gamma$=0.72), $Cl^- (\gamma$=0.49) in 1993. 6) pH values gradually increased with increase in $Ca^{2+}/SO_{4}^{2-}$.

• 한국대기환경학회지
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• 제8권4호
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• pp.247-256
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• 1992

Airborne suspended particulates were collected at Shinchon by a high volume cascade impactor from Sep. 1990 to Aug. 1991. Organic matter was extracted from particulates and fractionated by liquid-liquid extraction and thin layer chromatography. Substances in the PAHs and nitroarenes'subfraction of neutral fraction were determined by capillary gas chromatography. Based on unit risk estimates by multi-stage model of benzo[a]pyrene and the results of exposure estimates, cancer risk was assessed. The annual average concentration of total suspended particulates was 201.77g/$m^3$. The percentage of fine particulates was 57.40. The concentration of total suspended particulates showed seasonal variations and was high in winter and spring. The average concentration of extractable organic matter was 8.12g/$m^3$. In all, 21 PAHs were identified and quantified. The annual concentration of fluoranthene was 2.38ng/$m^3$, and that was the highest value of all PAHs. A carcinogenic compound, benzo[a]pyrene, was at a concentration of 1.84ng/$m^3$. All the 10 nitroarenes were also identified and quantified. The major nitroarene in the Shinchon area was 2,7-dinitrofluorene. The annual concentration of 1-nitropyrene was 1.56ng/$m^3$. Concentrations of PAHs and nitroarenes were high in winter and low in summer. The life time excess risk estimates of benzo[a]pyrene was calculated as 0.96 persons/a million population in this experiment. In the rank of relative potenties, carcinogenic effects of the other PAHs were calculated as 0.004-0.108 persons/a million population.

• 한국태양에너지학회 논문집
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• 제31권2호
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• pp.89-98
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• 2011

This study examined the energy performance according to the main design parameters of a solar water heating system for an office building using the life cycle cost (LCC) optimization simulations. The LCC optimization simulations of the system were conducted with TRNSYS and GenOpt employing the Hooke-Jeeves algorithm for cases where water temperature was $60^{\circ}C$ and $50^{\circ}C$. The results showed that for water temperature at $60^{\circ}C$ and $50^{\circ}C$ the global radiation incident on the collector could be decreased by 16.98% and 28.52%, collector useful energy gain could be decreased by 15.04% and 22.59%, energy to load from storage tank could be decreased by 10.86% and 18.06% and AH energy to load could be increased by 16.86% and 38.50% respectively compared to a non-optimized system. The annual average collection efficiency of the collector was increased by 0.88% for $60^{\circ}C$ and 2.78% for $50^{\circ}C$ because of increase of collector slope and decrease of the mass flow rate per collector area. The annual average efficiency of the system was increased by 1.74% and 3.47% compared to the basis system. However, the annual solar fraction of the system was decreased by 6.68% for $60^{\circ}C$ and 11.26% for $50^{\circ}C$ due to decrease of collector area and storage tank volume.

• 한국ITS학회 논문지
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• 제12권2호
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• pp.52-62
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• 2013

설계시간계수는 계획목표연도의 연평균 일교통량에 대한 설계시간교통량의 비율로 정의되며 일반적으로 30번째 시간순위 교통량이 이용되고 있다. 30번째 시간순위 교통량을 설계시간교통량으로 하는 경우 휴일교통량 및 명절교통량의 영향을 크게 받아 과다설계될 수 있다. 보다 객관적인 K계수 산정은 연간 8,760시간의 모든 시간 교통량이 관측되어야 가능하나 상시조사 지점 이외의 경우 사실상 불가능하다. 본 연구에서는 일반국도의 설계시간계수를 산출하기 위하여 30번째 시간순위 교통량을 적용하는 방법과 첨두시간교통량을 적용하는 방법, 그리고 내림차순으로 정렬된 시간순위 교통량의 곡선의 곡률을 이용하여 설계시간을 산출하는 방법으로 설계시간을 산출하고 산출된 설계시간계수를 비교분석하였다. 또한 일반국도의 설계시간계수 특성을 살펴보기 위하여 도로를 3가지 유형으로 분류하고, 도로유형별 설계시간계수의 특성을 알아보았다. 일반적으로 사용되고 있는 30번째 시간순위 교통량을 적용하는 방법과 비교하여 실제 시간순위 교통량의 곡선의 곡률이 어느 시간순위에서 변하는지를 알아보기 위하여 일반국도 상시조사 지점의 각 지점별 8,760시간 교통량 자료를 활용하여 분석하였다. 분석결과 30번째 시간순위 교통량으로 산출한 설계시간계수가 타 방법과 비교하여 설계시간계수를 높게 산출하는 것으로 나타났다. 또한 첨두시간 교통량으로 산출한 설계시간계수는 도로유형별 차이가 크지 않게 나타났다. 이는 첨두시간 교통량은 1년 교통량의 특성을 설명하기 어렵고, 30번째 시간순위 교통량은 휴일 및 명절교통량의 영향이 크기 때문으로 분석된다. 시간순위 교통량의 곡선의 곡률을 이용한 방법으로 일반국도 설계시간계수를 산출한 결과 관광부를 제외하고 미국 도로용량편람과 다소 비슷한 수치를 나타내는 것으로 나타났지만 시간순위는 평균적으로 118번째 교통량이 적당한 것으로 분석되었으며 도로유형별로 차이가 크지 않은 것으로 분석되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제20권2호
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• pp.110-121
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• 2016

구조 형식이나 공법의 선정, 유지보수 시기, 보수방법의 결정 등의 의사 결정에서 수명주기비용(life cycle cost, LCC)의 평가가 중요하다. 철도 궤도구조의 경우 초기시공비 뿐 아니라 유지보수비가 총 비용의 상당 부분을 차지하고, 특히 자갈궤도일수록 그 비율은 더욱 높으므로 수명주기비용 평가의 필요성이 더욱 높다. 이 연구에서는 궤도 구조 형식, 연간 통행량, 축중, 열차 속도, 곡선 비율, 구조물(교량, 터널) 비율 등 다양한 설계변수를 고려할 수 있는 LCC 산정 모델을 개발하고, 각 비용의 산정에 필요한 기초 자료를 제시하였으며 구축된 모델과 자료를 바탕으로 주요 설계변수에 따른 고속철도 자갈궤도와 콘크리트궤도 LCC의 변화 경향을 분석하고, 이로부터 궤도 LCC 분석에 있어서의 고려해야 할 주요 변수를 검토하였다. 검토 결과 자갈궤도는 교체 및 운영 비용의 비중이 콘크리트궤도에 비해 현저히 높았으며, 연간 통행량과 자갈 탬핑 주기가 자갈궤도의 LCC에 가장 큰 영향을 미치는 것으로 나타났다. 반면 콘크리트궤도는 초기 시공비의 비중이 현저히 높았고, 연간 통행량이나 열차속도, 축중 등에 상대적으로 영향을 적게 받는 것으로 나타났다.