• 한국대기환경학회지
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• 제21권3호
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• pp.357-365
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• 2005

The typical patterns of surface $O_3$ pollution and their dependence on meteorology were studied in the Greater Seoul Area (GSA) during warm season (April-September) from 1998 to 2002. In order to classify the $O_3$ pollution patterns, two-stage (average linkage then k-means) clustering technique was employed based on daily maximum $O_3$ concentrations obtained from 53 monitoring sites during high $O_3$ events (118 days). The clustering technique identified four statistically distinct $O_3$ pollution patterns representing the different horizontal distributions and levels of $O_3$ in GSA. The prevailed pattern (93 days, $49.5\%$) distinctly showed the gradient of $49.5\%$ concentrations going from west to east in GSA. Very high $49.5\%$ concentrations throughout GSA (24 days, $12.8\%$) were also found as a significant pattern of severe $O_3$ pollution. In order to understand the characteristics of $O_3$ pollution patterns, the relationship between $O_3$ pollution patterns and meteorological conditions were analyzed using both synoptic charts and surface/upper air data. Each pattern was closely associated with surface wind interacted with synoptic background flow allowing to transport and accumulate $O_3$ and its precursor. In particular, the timing and inland penetration of sea-breeze were apparently found to play very important role in determining $O_3$ distributions.

• 한국항만학회지
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• 제4권1호
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• pp.3-20
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• 1990

The Port of Pusan, the largest port in Korea, handled 23% of total sea borne cargo movement, 14% of imported cargo, 58% of exported cargo and 95% of container cargo in 1989. Also the port of Pusan has been played a key role in handing container cargo throughout the last 10 years. The paper is aimed to survey the effect of sea borne cargo movement to urban transportation, that is, to find traffic volume arising by general/bulk cargoes through the port and to estimate vehicle rated of container tractor tailer on the roads between terminal including conventional piers and ODCY, and finally the following results are obtained. (1) AADV of truck to transport general/bulk cargoes are 6,322 units in 1989,and routes penetrate into the center of city and pass through the most of urban arterials. (2) In the container transport, if HVEF is adopted to 3 of tractor trailer, AVR in each transport freeway 13.7%. (3) IF HVEF is adopted to 6 of tractor trailer. AVR are as follows: BooDoo-Ro 44.1%, WooAm-Ro 39.3%, SooYoung-Ro 17.8%, Urban freeway 20.3%. Based upon these results, the following suggestions were drawn : o ODCY scattered around the city should be unified in a few groups to raise port productivity. o Rail service for inland container transportation should be escalated to relieve urban traffic congestion. o Coastal feeder service between terminal and hinterland should be studied to restrict the penetration of container tractor trailer into the central parts in the urban areas. o Exclusive freeway system for effective container transportation should be implemented to reduce urban traffic delay.

• 한국산학기술학회논문지
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• 제19권5호
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• pp.618-625
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• 2018

외부환경에 노출된 콘크리트 구조물은 사용기간 동안 시간의 경과함에 따라 여러 가지 환경적, 화학적, 물리적 요인들이 콘크리트 내부로 서서히 침투 및 확산되면서 콘크리트 초기의 우수한 내구성능을 저하시켜, 열화발생으로 인한 성능저하의 규명과 유지관리에 대한 중요성이 크게 부각되고 있다. 특히, 해안에 근접한 콘크리트 구조물이 동결융해 작용을 받는 경우, 동결융해의 과정에서 콘크리트 조직이 팽창 수축을 반복하면서 콘크리트의 조직이 이완되고 이때, 해수에 존재하는 염화물이온이 콘크리트 내부에 침입하게 되면, 콘크리트 구조물의 철근부식으로 인한 열화를 가속화시키기 때문에 내륙 콘크리트 건축물에 비해 내구성능의 저하가 급속히 진행됨으로 특별한 주의가 필요하다. 본 연구에서는 해수에 접한 콘크리트 구조물의 내구성 확보를 위해 광물성 혼화재료를 혼입한 코팅용 고성능 모르타르의 개발을 목적으로 하고 있으며, 모르타르의 강도 및 내구 특성에 대한 실험적 연구가 진행 되었다. 모르타르에 광물성 혼화재료인 실리카퓸, 메타카올린, 초고분말 플라이애시를 혼입하였다. 혼입률은 실리카퓸과 메타카올린은 각각 3, 7, 10%로 혼입하였으며, 초고분말 플라이애시는 5, 10, 15, 20%로 혼입하여 실험을 진행하였다. 혼화재료 혼입을 통해 제작된 모르타르 시험편을 재령 1일과 28일에 정적 강도시험을 진행하였으며, 재령 28일에 염소이온 침투저항성 시험, 황산 저항성 시험, 염해 저항성 시험 등의 열화 촉진실험을 실시하여 내구 특성을 분석하였다. 촉진 염화물이온 확산 침투 시험 결과를 이용해 국내 콘크리트학회에서 제안하는 방법과 미국, 유럽의 방법으로 내구수명을 평가해 보았다. 메타카올린 혼입 시 모든 규정에서 우수한 내구 수명으로 평가 되었으며, 메타카올린 10%혼입 시 KCI를 기준으로 약 470년의 내구수명이 예측되었다.

• 한국환경복원기술학회지
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• 제19권1호
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• pp.25-43
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• 2016

This research was completed to provide fundamental data regarding the guidelines to installing and managing utility facilities & structures in wetland protected area to advance the functions and sustainable use of ecology services by preserving the ecology within wetland protected area. There were 5 on-site researching areas that were used as the main subject with these areas chosen and considered from 21 inland wetlands that have been designated and are being managed from the Ministry of Environment and by their designated dates as a wetland protected area. The utility facilities in these wetland areas were categorized by their types and a detailed on-site investigation was proceeded with investigation items chosen whereas these facilities are working by their roles from their location, size, used materials, types, information contents and etc., The results showed that regarding informational structures, several locations of information boards were distanced from the main exploring routes which did not consider the visitor's eye level which had their readability dropped and by sunlight, time lapse and water penetration, many information boards were damaged or corrupted so that it was hard to confirm the information noticed or understanding an image. Insufficient observation and educational structures were installed that considered the ecological characteristics of wild animals and their living conditions. Regarding convenience facilities, there were parking lots that were installed on the fore-land and to decrease non-point solution sources, some parking lots needed to be located in protected lowlands while some facilities' shape and colors did not harmonize with their natural surroundings, creating a sense of awareness, which will need some more consideration. As for safety facilities, they were very insufficient compared to other facilities. This means that additional safety structures are needed so that related personnel can be aware of where a visitor is located when an accident occurs. Protectional facilities strongly needed new structures and a management system to cut off entrances and do surveillance so that visitors do not go into areas outside of the managed areas and bring damages to restricted locations. Research labs needed to expand the use of automatic weather systems and water gauge equipments to build fundamental data regarding floodgates that are intimated to the forming of wetlands. Sensor cameras and other types of monitoring systems are needed to monitor the majority types of animals living in the wetlands as well.

• 한국지반환경공학회 논문집
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• 제21권4호
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• pp.19-30
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• 2020

본 연구는 하천 보축제체 내부를 관통하여 설치되는 배수통문 구조물 연결부에서 누수가 발생하는 경우 구조물 측면의 침투 특성을 파악하고 이러한 측면 침투 거동에 따른 파이핑 등이 제체 안정에 미치는 영향을 분석한 수치해석적 연구이다. 측면 침투 거동을 고려하기 위해 동일한 모델에 대해 2차원 및 3차원 수치해석을 수행하였다. 그리고 측면 침투의 영향을 분석하고 수치 해석의 타당성을 평가하고자 하였다. 연구 결과, 제외지에 수문이 위치한 조건에서 누수가 발생하고 측면 침투를 고려하는 경우 구조물 누수지점 인근의 최대간극수압은 누수가 발생하지 않는 정상적인 침투 상태에 비해 절반 정도로 감소하였다. 특히 측면 침투를 고려하지 않는 경우 구조물 하부에서 과도한 간극수압 변화를 보였다. 구조물 상부와 하부의 동수경사는 고수위로 수위가 상승하면서 한계동수경사보다 큰 동수경사를 나타내고 있어 장기간 파이핑에 취약할 것으로 판단된다. 제내지에 수문이 위치하고 측면침투를 고려하지 않는 경우 동수경사와 침투유속 등 침투수의 영향은 측면침투를 고려하는 경우에 비해 과소하게 해석되었다. 수문이 제외지에 위치하고 누수가 발생하여 파이핑 발생 또는 제체 재료 유실이 우려되는 경우 측면 침투를 무시하게 되면 최대 동수경사는 상대적으로 작게 나타났다. 그리고 한계동수경사를 초과하는 기간도 짧은 시간대로 해석되었다. 결과적으로 측면 침투를 무시하게 되면 파이핑 발생 가능성을 과소하게 평가할 수 있어 주의해야 할 것으로 판단된다.