• 한국환경복원기술학회지
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• 제4권3호
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• pp.66-74
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• 2001

The main purpose of this thesis is to select the appropriate plants for the ecological restoration of coastal land. The soil and vegetation environment survey of the beach where the halophytes live now was executed for the sake. Firstly, the soil survey was done by the physical and chemical survey of beach soil and dumped soil. The soil is mostly sandy loam and sandy clay loam which has silty much. The beach soil where the salt plants live has more organic matters in the content than dumped soil because of the influx of the dead halophytes, a pioneer plant to this area. Secondly the vegetation survey was executed by the halophytes survey in the beach area in order to select the appropriate plants for ecological restoration. The shows two different areas in the vegetation divided by the salt density of soil. Artemisia fukudo, Juncus haenkei, Carex pumila, Silene armeia, Polyponum aviculare etc live in the less salt density area and it doesnt show collected. Salicornia herbacea, Suaeda asparagoides, Aster tripolium, Limonium tetragonum, Suaeda maritima, Scirus fluvitilis, Phragmtes communis, Suaeda japonica, Zoysia sinica etc halophytes live in the more salt density area and there are a few advent plant but many collected. So the salt density of soil limits the vegetation. The selection of appropriate plants for the ecological restoration programs was designed with 3 different standards considering the salt density of soil in the dumped soil area. The plan selection guidelines of thick salt density due to the salt density of soil, and economical efficiency and maintenance because the area is large. The guidelines of middle salt density area were made considering economical efficiency and maintenance because there are salt as well, and it is effective for the scenery if they have normal ecology but their leaves have good color and the flowers are beautiful. However I suggest beautiful flowery plants for the neutral plan area because this area is the entry point of the airport so the view is very important.

• 한국철도학회논문집
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• 제12권5호
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• pp.788-792
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• 2009

철도는 그동안 친환경 교통수단으로 알려져 왔다. 그러나 토양환경보전법 제정 이전 수십 년간 인지하지 못하는 토양오염들이 철도 시설 부지에서 유발되어 왔다. 철도차량기지 등에서는 철도차량 유지관리 및 수선을 위해 사용되어진 많은 폐기물과 유기용제들이 부지 내에 투기되어온 것들이 사실이다. 이들 부지의 개발과 활용을 위해서는 과거의 오염지역에 대한 정차가 선결되어야 하는데, 본 연구는 차량기지의 토양 오염현황과 복원 대책을 제안하기 위해 수행되어 졌다. 차량기지 내 폐기물 투기 지역에서는 유류오염물질인 TPH 성분과 몇몇 중금속 성분이 토양오염 기준치를 초과하는 것으로 나타났으며, 기지 내 선로와 분기기에 대한 조사에서는 분기기 하부에서 유류오염물질이 관측되었다. 원위치, 또는 굴착 후 정차 등의 방법이 오염정화를 위해 적용되어질 수 있으며, 현장의 특성을 고려하고, 모의시험을 통해 적절한 정화 방법을 채택할 경우 현장의 오염정화를 완성할 수 있을 것이다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제9권1호
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• pp.70-78
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• 2004

본 연구는 시드니 포트젝슨(Port Jackson) 내 2000년 시드니올림픽사이트인 홈부시베이(Homebush Bay)를 대상으로 다양한 폐기물의 매립으로 인한 토양 및 지하수 내 중금속 원소들의 농도를 평가하기 위하여 수행되었다. 올림픽게임지역을 3개의 지역, 즉 간척지역(과거에는 강하구였으나 폐기물로 매립되어 있으며 현재는 조수간만 보다 높은 지역), 매립지역(해수면 위에 폐기물을 매립한 지역), 및 자연 상태지역(폐기물의 매립이 전혀 없었던 지역))으로 나누어 조사하였다. 토양코어시료(n=4513) 및 지하수 샘플(n=101) 내 중금속(Cr, Cu, Pb, Zn)을 분석하였다. 본 연구지역의 토양 내 중금속(Cr, Cu, Pb, Zn)의 농도는 간척지역, 매립지역 그리고 자연 상태지역의 순으로 높게 나타났지만 지하수내에서는 납(Pb)을 제외하고 매립지역, 간척지역 그리고 자연 상태지역순으로 나타났다. 올림픽게임사이트 토양 내 평균 납(Pb)의 농도는 간척지역(174 $\mu\textrm{g}$/g), 매립지역(102 $\mu\textrm{g}$/g) 그리고 자연상태지역(48 $\mu\textrm{g}$/g)의 순으로 나타났으며 그 결과 본 연구지역 토양내 중금속의 분산은 농집된 중금속 농도와 매립된 폐기물의 존재와 밀접한 관련이 있음을 나타냈다. 그러나 올림픽 사이트 내 이질적인 폐기물의 매립으로 인하여 토양과 지하수 내 중금속농도의 상관관계를 규명할 수는 없었다.

• 자원환경지질
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• 제32권2호
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• pp.177-187
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• 1999

Gravity, magnetic and VLF surveys were conducted to investigat the structural stability and hazards associated with the Ubong landfill in Pohang City, which has been built to dump industrial wastes. In 1994, the collapse of a bank happened in the 6th landfill site due to sudden heavy rain, and a large quantity of waste materials flowed out to the nearby landfill sites, factories and roads. We used $10{\times}10m$ resolution DEM data for gravity reductions. The maximum variation of the terrain effect in the survey area is about 0.5 mgal and the terrain effect is large in the vicinity of bank boundary. The Bouguer gravity anomaly map shows the effect due to the variatino of thickness and type of waste materials. The small negative gravity anomaly increases from the 9th site to the 6th site. The small negative gravity anomaly of the 9th site reflects the relatively shallow dumping depth of average 14.5 m in this site and increased density of waste materials by the repeated stabilization process of soil overlaying. The 6th site is located at the center of the former valley and rainfall and groundwater are expected to flow from south-east to north-west. Therefore, considering the previous accident of mixing waste and bank materials at the north-west boundary of the landfill, there may be some environmental problems of leakage of contaminated water and bank stability. The complex inversion technique using Simulated annealing and Marquardt-Levenberg methods was applied to calculate three-dimensional density distribution from gravity data. In the case of 6th site, it is apparent that the landfill had been dumped in four sectors. However, most part of the 9th site and showed that high magnetic industrial wastes were concentrated in the 6th site. The result of magnetic survey showing low magnetic anomalies along the boundaries of two sites is similar to that of gravity data. The VLF data also reveals four divided sectors in the 6th site, and overall anomaly trend indicates the directio of former valley.

• 한국토양비료학회지
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• 제47권6호
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• pp.525-532
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• 2014

Since mine wastes were merely dumped in the mine waste dump, they have produced acid mine drainage (AMD). Therefore, main objective of this study was to evaluate the effect of coal combustion products (CCPs) on heavy metal stabilization and detoxification for mine wastes. Total six treatments for incubation test were conducted depending on mixing method (completely mixing and layered). Also, lysimeter experiment was conducted to examine efficiency of polyacrylamide (PAM) on reduction of mine wastes erosion. Result of incubation test showed that concentrations of soluble aluminium (Al) and iron (Fe) in leachate decreased compared to control. The lowest soluble Al and Fe in leachate was observed in 50% mixed treatment (14.2 and $1.03mg\;kg^{-1}$ for Al and Fe respectively) compared to control treatment (253.0 for Al and $52.6mg\;kg^{-1}$ for Fe). The pH of mine wastes (MW) and leachate increased compared to control after mixing with CCPs and ordered as control (MW 6.4, leachate 6.3) < 10% (MW 7.7, leachate 7.1) < 20% (MW 9.0, leachate 7.8) < 30% (MW 9.5, leachate 8.3) < 40% (MW 9.9, leachate 8.5) < 50% (MW 10.5, leachate 8.6). Application of PAM, both in liquid and granular type, dramatically decreased the suspended solid (SS) concentration of CCPs treatments. Reduction of SS loss was ordered as MW70CR30L ($24.4mg\;L^{-1}$) > MW70CR30LPL ($6.7mg\;L^{-1}$) > NT ($3.1mg\;L^{-1}$) > MW70CR30M ($1.6mg\;L^{-1}$) > MW70CR30MPL ($1.1mg\;L^{-1}$) > MW70CR30PGM ($0.7mg\;L^{-1}$) > MW70CR30LPG ($0.5mg\;L^{-1}$) > MW70CR30MPG ($0.4mg\;L^{-1}$). Overall, application of CCPs can be environmental friendly and cost-effective way to remediate coal mine wastes contaminated with heavy metals. In addition, use of PAM could help to prevent the erosion coal mine wastes in mine waste disposal area.

• 한국환경생태학회지
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• 제5권1호
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• pp.54-67
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• 1991

지리산 대원계곡의 입지환경구배에 따른 삼림군집구조분석을 위하여 89개소의 조사지(1조사구당 500$m^2$)를 설정하고 식생조사를 실시하여 얻은 자료에 대하여 TWINSPAN에 의한 classification 및 ordination의 한 기법인 DCA를 적용하여 분석하였다. Classification에 의하여 낮은 해발고의 건조지에서 소나무군집, 굴참나무군집, 졸참나무-굴참나무군집으로. 습윤지에서 서어나무군집으로 분류되었고, 높은 해발고의 건조지에서 신갈나무군집, 습윤지에서 층층나무-신갈나무군집으로 분류되었으며, DCA기법에 의한 ordination분석결과에서도 classification 분석결과와 같은 경향을 나타내었다. 종에 대한 두 기법분석에 의해 추정된 천이과정은 교목상층에서 해발고가 낮은 지역은 소나무$\longrightarrow$굴참나무, 졸참나무$\longrightarrow$서어나무 순이었고, 해발고가 높은 지위는 신갈나무$\longrightarrow$층층나무 순이었으며, 교목하층은 진달래, 개옻나무, 때죽나무$\longrightarrow$사람주나무, 나도밤나무, 대팻집나무$\longrightarrow$참개암나무, 당단풍, 함박꽃나무 순이었다. 환경인자의 ordination 분석에서 소나무군집과 굴참나무군집은 토양수분함량, 유기물함량, 전질소함량, 유효인산. 치환성용량 등의 토양양료가 낮은 지위에 분포하고 신갈나무군집과 층층나무군집은 토양양료가 높은 지위에 분포하였으며, 서어나무군집은 중간지위에 주로 분포하였다.

• 한국농공학회지
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• 제21권2호
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• pp.28-36
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• 1979

One of most important problems in the Monsoon Asia today is the production of rice paddy to meet the needs of the ever increasing population. Diversemeans are being employed to meet this demand, both by increasing productivity of existing farm land and by bringing further areas into cultivation. The primary step in either field is to ensure that there is sufficient moisture in the soil to suit the paddy, and at the same this means that excess moisture has to be drained off the land, while in others irrigat ion has to be employed to bring sufficient water to an area. In view of the fact that the project comprises a huge amount of earthwork, it can be carried out by extensive use of construction machinery in order to shorten the period. As farm ditch has a comparatively small section with shallow cutting depth, inaddition, there is lack of access road in the field, the excavation equipment with bulldozer or tracter-shovel (backhoe) type are not applicable because there are mostly adapted for the excavation of deep and wide section. Mini-backhoe with its bucket width not larger than 0. 3m, and width of blade not larger than 1. 00m seems to be more adaptable. About 80% of excavation of ditch section will be done by the machinery while the other 20% of excavation together with the finishing of the section are supposed to be done by man-power. The embankment of ditch section can be compacted by the crawler of backhoe when it is moving along the ditch for excavation. However, Lowland paddy field in the Monsoon Asia are made particulary in rain season, therefore, heavy machinery is not easy excavation for ditch. It is very important to know exact ground support power of the working site and select machines with corresponding ground pressure. Ground support power is variable subject to quality and water content of soil and therefore selection of machines should be made duly considering ground condition of the site at the time of construction works. Farm ditches dug and compacted by mannual labar are of poor quality and subject to destruction after one or two years of operation. On the other hand, excavation and compaction by bulldozer is not practical for ditches. Backboe is suitable for slope land, but this is required cycle time of bucket excavation and dumped out. If a small-scale farm ditch trencher adaptable to lowland paddy field is invented, such a machine could greatly accelerate the massive construction work envisaged in many countries and thus significantly speed up the most difficult part of irrigation development and management in Monsoon Asia.