• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
• /
• pp.172-185
• /
• 2009

This paper presents case histories and research projects related to geotechnical challenges at waste landfill sites in Japan. Due to the limitation of inland space available to waste disposal, coastal landfills and the associated containment systems are important considerations, particularly for metropolitan areas. Experimental works on heavy metals mobility using a large column to simulate the redox potential at the coastal landfill sites are introduced. After the closure of landfill sites, they are expected to be utilized as new land space, since new space is difficult to find in urban area. In the redevelopment of such closed landfill sites, there are possibilities of environmental risks, such as generation of toxic gas and leachate, differential settlement of the waste layer, damage to the lining system. Whether the pile installation through the clay layer acting as a landfill bottom barrier is environmentally acceptable or not has been a great concern in the redevelopment of closed waste landfill sites in particular coastal landfill sites. An analytical study to evaluate the cost-effective remedial option for a dumped waste site located along a landslide area, where cut-off wall keyed into the aquitard might elevate groundwater level and thus may not be employed, is presented.

• 한국환경복원기술학회지
• /
• 제5권5호
• /
• pp.58-66
• /
• 2002

We present a planting plan of the buffer-forest belts created at the boundary area of the waste landfill site which is located in the coastal area of Kyubg-Gi province. In order to form a proper section of ground soil excavated from the sea and a forest which shows a distinction of the vegetation stratification, the planting plan with trees, sub-trees, shrubs, and seedlings (produced at a sprout cultivation place) is devised with an adjustment of planting density. 1. The preparation of mounding is required for planting at a waste landfill site. We first estimate an economical and efficient banking height together with the quantity of soil, and prepare a planting ground with excavated ground soil for the consideration of soil recycling. On the planting ground a banking with a height of 1.5-2m is produced by self-supported soil, playing a role in a salt blocking and an irritation layer of planting. Finally, an additional banking with a height of 2m is produced by qualified vegetation soil, forming a vegetation section with a total height of 6m. 2. Since the planning site is located in the border, the planting area is composed of two regions : one is an inclined face (slope 1 : 3) toward the inside of the landfill site and the other is an inclined face (slope 1 : 4) toward the inland. The buffer planting in the former (latter) region consists of wind break forest (mixed-landscape forest) within a width of less than 35m. 3. Based on the data obtained from the literatures and the investigation of local plants, we choose the 21 plant species (such as Pinus thunbergii, Pinus densiflora, Sorbus alnifolia, Albizzia julibrissin and etc.) and the additinal 7 species which are grown at a sprout cultivation palce of the SUDOKWON landfill site (Rosa rugosa, Quercus acutissima, Prunus armeniaca var. ansu., and etc.). Sub-trees with a height of above 2.5m and seedlings are planted with an interval of $1.5{\times}1.5m$ ($0.45roots/m^2$) and $0.5{\times}0.5m$ ($4roots/m^2$), respectively. Here, both trees exhibit communities planting with more than three rows. Shrubs are planted with $9-16roots/m^2$, depending on their size. Since this case study provides a reference of the planting beds as well as a planting plan at the SUDOKWON landfill site, it is not sufficient for the present plan to be utilized for the formation of buffer-forest belts which are used for the analysis of environmental factor and the reduction of environmental pollutants in the sea waste landfill site. Thus, further studies with the ecological basis are demanded for the environment planting restoration in the sea waste landfill site.

• 지질공학
• /
• 제16권3호
• /
• pp.293-300
• /
• 2006

조수 간만의 차가 큰 서해 해안 매립지역에서의 지하수 유동을 지층별로 표준관입시험을 통한 N값의 산출, 현장투수 시험을 통한 투수계수 측정, 인공위성 영상자료에 대한 선구조 분석 및 각 시험시추공에서 조석의 변화에 따른 지하수 유향유속을 측정하여 비교 분석하였다. 현장투수시험을 통하여 얻은 투수계수는 풍화대 구간이 해성퇴적토충보다 작은 값들을 보이지만 전반적으로 분포 경향이 비슷하게 나타났다. 지하수 유향유속은 해성퇴적토층에서 조석의 변화 방향인 동-서 방향인 반면, 풍화대 구간에서는 특정 지점에서 선구조와 일치하는 N45E 방향이 우세하였다. 24시간 동안의 관측에서 지하수 유향변화는 전반적으로 조석의 변화보다 약 2시간 정도 늦게 나타났으며, 이는 조석 효과에 의한 수리경사가 계속적으로 변동되며 나타나는 압력파의 전달에 소요되는 시간으로 판단된다.

• 상하수도학회지
• /
• 제11권2호
• /
• pp.31-39
• /
• 1997

Between 40,000 and 60,000 liters of light oil were spilled when an underground pipe broke at a newly constructed landfill site in coastal area, Korea. Methods were presented to examine the subsurface distribution of the contaminants in hydrocarbon-contaminated soil. As results, large quantities of oil and grease were found to have migrated horizontally at the site. Oil and grease plume at concentrations of 38-88 mg/kg was formed horizontally through silty sand with gravel fill and the vertical movement of the contaminants was thought to be limited to groundwater level between 2 and 4 m corresponding to sea water level. Right after finding the leakage area, the early action of excavation and pumping out the mixture of groundwater and oil was taken and it was proved to be very effective for preventing further contamination. Two months after the leakage, oil and grease in sea water sample near contaminated area was not detectable.

• 한국조경학회지
• /
• 제33권1호
• /
• pp.93-108
• /
• 2005

Fresh Kills is the largest landfill in the world located in the west side of Staten Island, New York. The landfill served as a storage area for New York City's trash for more than 50 years. After years of civilian and political pressure, state and local legislation decided its closure of landfill operation in Fresh Kills in March 2001. Soon after, Department of City Planning announced a Fresh Kills international design com-petition: 'Landfill to Landscape'. The winning entry was promised to be outline for the redevelopment of the 2,200 acre site which the size of three times Central Park. Forty-eight teams representing more than 200 offices from around world submitted proposals, from which six finalists that mostly led by landscape architects were selected. In December 2001, a jury of architects, landscape architects and city officials unanimously selected Field Operations as the winner. The plan, named Lifescape, visualizes the gradual 20-year transformation of the whole Staten Island into a 'natural lifestyle island' recognizing that Staten Island is home to coastal wetlands that shelter one of the most diverse ecosystems in the New York metropolitan area. It suggested that an ecologically reconstituted Fresh Kills could become the center of integrated parks and greenways system on the island otherwise fragmented. The project will be one of the largest and most ambitious undertakings in the metropolis in years developing a complex web of habitats and parklands on top of mountain of trash. This study tries to achieve two goals: One is to provide general explanations on the project, Lifescape, breaking down to its background, geographical context, design concepts and phased development plan. Another is to introduce the unique and innovative design approaches by Field Operations that are different from a conventional landscape architectural attitude. Since this project was well published through many magazines and newspapers, main focus will be upon aspects that differentiate this project from usual landscape projects. Conceptually Lifescape brought provocative notions on nature/culture relationship and the role of urban park as an active agency rather than just a green rest area. Also this project introduced pioneering graphics like plan collage, diagrammatic plan, phasing diagram and photo montage as vehicles conveying information, imagination and provocation. Witnessing the influence of the project gradually in the field of academic and practice in the States, this study is intended to become a constructive reference to similar landscape projects dealing with large and complex urban context in conjunction with restructure of contemporary city.

• 한국환경복원기술학회지
• /
• 제10권6호
• /
• pp.44-52
• /
• 2007

Recently, oystershell wastes cause serious environmental problem and the need for the researches on the recycling of oystershell have been increased and various methods are already in operation. Field plate bearing tests and numerical analysis were performed to investigate the bearing capacity of oystershell filled geotextile gabion which utilized the waste oystershell at the coastal oyster farm site. The waste oystershell mixed soil specimens were prepared for the laboratory test and field test in terms of varying blending ratio of granite soil and oystershell. Based on the cyclic plate load test results, the spring constant, subgrade modulus of ground, and the reinforcing parameters were determined. The field plate load test results indicate that the bearing capacity of the soil ground with the oystershell mixed ratio of 20% is greater than that of the original ground. Two-dimensional numerical analysis was evaluated the expected deformation in the given conditions. Analysis results show a similar characteristics on bearing capacity with the results of the field plate load test. These findings suggest that the oystershells are very promising construction materials for landfill and earth embankment in coastal area.

• 유기물자원화
• /
• 제7권1호
• /
• pp.53-66
• /
• 1999

폐기물 발생량 증가뿐만 아니라 매립장 고갈과 재정부족으로 인해 폐기물처리비용 절감을 위한 계획적인 접근이 요구되고 있다. 본 연구에서는 지리적으로 연접한 경상남도 창원, 마산, 진해 3개 도시의 주거 및 상업 지역으로부터 발생하는 음식물쓰레기를 적정하게 관리하기 위한 대안들을 설정한 후 비용평가를 위해 WRAP모델을 적용하여 다음과 같은 결과를 얻었다. 1, 집단급식소, 음식점, 시장 등 상업시설에서의 음식물쓰레기 발생량은 비교적 적은 반면에 가정에서 발생하는 음식물쓰레기가 약 80%로 대부분을 차지하였다. 2. 음식물쓰레기 관리를 위한 톤당비용은 발생원분포 및 처리시설 위치 등의 각 도시별 상황에 따라 차이가 있었으며, 특히 해안매립지 조성에 많은 비용이 소요된 진해시에서 톤당비용이 가장 높게 나타났다. 3. 음식물쓰레기 관리대안별 비교검토에서 사료판매수입을 포함하는 경우 음식물쓰레기 사료화대안이 가장경제적인 것으로 나타났으며, 톤당비용이 매립대안의 60~70%로 나타났다. 또한 음식물쓰레기 퇴비화대안이 매립보다 경제적이었으며, 소각대안이 가장 비용이 많이 소요되는 것으로 나타났다. 4. 3개 도시지역이 공동으로 음식물쓰레기 처리시설들을 운영하는 광역적 관리시스템인 경우 사료화를 제외하고는 개별적 독립관리시스템으로 운영하는 대안들보다 경제적인 것으로 나타났다. 이에 따라 광역적인 관리시스템에 대한 검토가 요구된다.

• 건축역사연구
• /
• 제29권5호
• /
• pp.7-16
• /
• 2020

The Municipal Building of Busan was the first western-style building of Korea in 1879. It was also the predecessor of Busan Metropolitan City Hall. On the other hand, the Municipal Building of Busan was a symbolic structure that shows the history of Busan. The Municipal Building of Busan has inherited the construction location and site, including the speciality of Choryangwaegwan, and is a good example of the process of inheriting the authority of the former space through the appropriation of the building. The Municipal Building of Busan was relocated to the edge of the coast in 1934 because a small and dilapidated building failed to function properly. The relocation of the Municipal Building of Busan in 1934 was the origin of changing the coastal space in downtown. As a result, landfill sites along the coast were in the limelight and developed into the downtown area of Busan after Korea's liberation.

• 환경영향평가
• /
• 제29권3호
• /
• pp.219-229
• /
• 2020

본 연구에서는 해안매립지역내 벙커C유로 오염된 토양을 대상으로 토양세정 효과를 증진시키기 위한 전기저항가열의 운전인자 별 최적 조건을 도출하여 융복합 적용가능성을 평가하였다. 회분식 실험결과 Tween-80 세정제 보다 VG-2020 세정제에서 약 1.5배 이상의 높은 세정효율 보였으며, 상온 시 대비 60℃에서 약 1.4배의 세정효율 증가를 가져왔다. 전기저항가열 박스 실험결과, 함수율 20~40%의 토양에서 약 40~80분 내에 100℃까지 상승하였으며, 포화 토양층 내 STS 316재질의 파이프형 전극봉을 3각 배열 시 열전달효율이 우수한 것으로 나타났다. 또한 상기 최적조건으로 토양온도를 60℃ 이상을 유지하기 위한 전극봉의 간격은 1.5 m인 것으로 확인되었고, 전기저항가열과 동반된 토양세정 박스실험에서는 5 PV(Pore Volume)에서 약 55%의 급격한 TPH 저감효율을 보였으며 10 PV(Pore Volume)에서 토양오염 우려기준(TPH 2,000 mg/kg 미만)을 만족하였다.

• 대한원격탐사학회지
• /
• 제30권2호
• /
• pp.161-172
• /
• 2014

녹산국가산업단지가 설립된 부산 낙동강 하류는 국내에서 연약지반이 가장 깊이 분포하고 있는 지역 중에 하나이다. 연약지반의 깊이가 깊은 해안 매립지의 경우, 장기간에 걸쳐 상당히 큰 잔류침하가 발생하게 된다. 본 연구는 RADARSAT-1과 Envisat의 다중시기 SAR 영상을 이용한 차분간섭기법과 SBAS 시계열 기법을 통해, 녹산산업국가단지에서 2002년 9월부터 2007년 4월 동안에 발생된 지반침하를 관측하였다. 그 결과 연구지역의 동쪽 중앙, 서쪽 중앙, 서쪽, 해안가와 닿아있는 남단에서 최대 10 cm/yr, 평균 6 cm/yr의 속도로 지반침하가 발생되고 있음을 확인하였다. 또한 RADARSAT-1 SAR 영상을 이용한 평균지표변위도는 2001년부터 2002년까지 침하계로 관측된 현장관측자료와 비교 분석되었다. 시간에 따른 지표변위 양상이 거의 선형에 가깝게 나타나므로, 연구지역의 지반침하가 안정권에 접어들 때까지 지속적인 모니터링이 필요할 것으로 사료된다.