• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 1996.11a
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• pp.88-91
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• 1996

본 연구에서는 전기화학적 정화방법인 electrokinetic 정화기술을 이용하여 오염된 토양내에서 중금속을 제거하는 방안을 연구하였다. 이를 위하여 납을 혼합하여 오염시킨 점토시료에 대하여 정화가동시간, 공급전류, 오염농도를 다르게 하고 3가지의 향상기법을 적용시켜 정화실험을 실시하였다. 실험결과를 토대로 유입수 및 유출수의 PH, 오염토의 PH, 전기포텐셜, 유출수량, 전기 전도도 등 오염토의 물리화학적 성질변화를 구명하고 정화가동조건 및 향상기법적용에 따른 오염토내의 납 제거효과를 파악하였다. 본 연구를 통하여 electrokinetic 정화기술은 투수성이 낫은 점성토 토양내의 중금속을 제거하는데 매우 효과적인 것으로 판명되었다.

• The Journal of Engineering Geology
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• v.16 no.1 s.47
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• pp.15-21
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• 2006

Sandy soils obtained from the field were examined by the way of particle analyses. The hydraulic conductivity values of the disturbed soil samples were measured by the falling head method. Then the correlations between the hydraulic conductivity and particle distribution were defined. The soil which was a product of the weathering of the granitic rocks belonged to sand and loamy sand area in a sand-silt-clay triangular diagram. The measurements of hydraulic conductivity were $1.15X10^{-5}\sim7.31X10^{-4}cm/sec$ which is the range of sand and silt. It was clearly observed that the hydraulic conductivity measurements of the sandy soils showed stronger correlations with the particle variances rather than the mean grain sizes. The larger the variances, the smaller the hydraulic conductivity measurements. The sandy soil which was a product of weathered granite and whose mean grain size was $0.38\sim1.97mm$ showed regression curves of $y=6.0E-5x^{-1.4}$ in a correlations between hydraulic conductivity and particle variances. Accordingly, it is clearly concluded that making estimates with-out any consideration about particle variances can produce serious errors.

• International Journal of Highway Engineering
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• v.13 no.3
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• pp.31-38
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• 2011

As the percentage of permeable ground is reduced due to the increased impermeable roads of major cities, a heat island phenomenon can be dominantly observed, resulting in increased temperature. In addition, rainfall that would have been naturally absorbed and retained by the permeable ground is overflowed due to large volumes of run-off water, resulting in more sewer failures and increased erosion. In terms of permeable pavement system, block paving has been used anywhere as well as provides many years of service. The permeable block paving is an effective alternative to the more traditional asphalt or plain concrete for minor roads; furthermore, it looks a lot better than other pavements. In this study, the functional drainage evaluation of block paving was carried out, considering the usage of experimental sludge and wheel tracking test, in order to simulate the field condition of roads.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2003.09a
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• pp.483-486
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• 2003

본 연구는 운동장, 주차장, 도로측면, 보도, 기타 주거시설 등의 우수 찻집시설에 사용되는 콘크리트 구조물의 침투능 확보를 위한 투수성 찻집 구조물 개발에 관한 것이다. 투수성을 확보하기 위하여 일반 차집시설의 콘크리트 구조체 벽면에 천공을 하고 천공된 측구 내에 쇄석을 충진시켜 침투되는 우수의 수질도 개선할 수 있다. 본 제작방법은 별도의 침투소재를 사용하는 경우와 비교해 볼 때 경제성이 우수하며 동일시공방법과 규격으로 대체재로서 활용성이 높을 것으로 전망된다, 본 연구에서 개발하고 있는 여재를 이용한 침투시설은 침투능을 충분히 확보할 수 있음을 확인하였고 SS기준으로 27％∼86％의 제거율을 보였으며, COD기준 20％∼68％의 제거율을 나타냈으며, 탁도기준 29％∼88％의 제거율을 볼 수 이었다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2005.04a
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• pp.288-291
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• 2005

방사성폐기물 처분연구의 일환으로 단열 암반지역의 지하수 유동에 있어서 각 단열조의 투수량계수를 알아보기 위하여 연구지역에 설치된 3기의 시추공에서 초음파 검층, 정압주입시험 및 유동차원 해석을 수행하였다. 단열은 방향성, 틈의 크기 등의 그 분포 특성으로 인해 각 시험구간내의 지하수 유동에 있어서, 유동형태 및 단열투수량계수를 좌우하므로 일반적으로 수리특성에 널리 이용되는 다공성매질의 연속체 개념을 통한 해석의 적용에 신중성을 고려할 필요가 있다.

• Korean Journal of Soil Science and Fertilizer
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• v.16 no.4
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• pp.294-300
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• 1983

This study was aimed at finding out the effect of soil conditioners on soil structural properties, soil water movements and soil losses. Sandy loam and silt loam soils were treated with two different kinds of soil conditioners, hydrophobic Bitumen 0.4% or hydrophilic Uresol 0.6%, and then various physical characteristics of the treated and untreated aggregates were determined. The results are summarized as follows: 1. By the soil conditioner treatment, Bitumen 0.4% or Uresol 0.6%, the aggregate stability was increased to 1.650-3.450 as compared to 0.275-0.417 of untreated soil and the sedimented bulk density was decreased. 2. Air-water permeability ratio of sandy loam was decreased to 2.2 by Uresol treatment as compared to untreated soil 3.8. In case of silt loam, it was decreased to 6.9 and 5.3 by Bitumen and Uresol treatment as compared to untreated 9.4, and water permeability of treated soil continued high value for 40 days. 3. Air-water permeability ratio was sharply enhanced as the structure instability index increased, but the ratio increased very smoothy after the index over 1. 4. The soil moisture retention was increased 2 to 6% by Uresol treatment, but it was decreased 1 to 3% by Bitumen treatment.

• Journal of the Korean Geotechnical Society
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• v.15 no.6
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• pp.273-283
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• 1999

When microorganism is injected into porous medium such as soils, biomass is retained in the pore. Soil pore size and shape are varied from the initial condition as a result of biofilm formation which makes hydraulic conductivity reduced and friction rate between soil aggregates increased. In this research, hydraulic conductivity reduction was measured after microorganism are inoculated and cultured with synthetic substrate and nutrient. In addition, this research evaluated the applicability of biomass-soil mixture to the field condition as an alternative cover material in landfill by measuring hydraulic conductivity change after repetitive freeze-thaw cycles. Hydraulic conductivity of silty soil decreased by approximately 1/50 after biomass inoculation and cultivation. Biofilm attached on soil aggregates is resistant to acidic or basic condition. After repetitive freeze-thaw cycles, however, hydraulic conductivity increase implies that biomass clogging can be impaired.

• Journal of the Korean Institute of Landscape Architecture
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• v.24 no.4
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• pp.74-84
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• 1997

최근. 급격한 도시화 현상으로 인한 불투성 지표의 증가는 도시의 생태적 측면에 변화를 일으키고 있으며, 도시의 온난화 현상. 도시의 사막화 현상 등이 그 결과로 나타나고 있다. 특히, 분투수성 지표가 많은 도시에서는 그 수문학적 기능이 투수성 지표에 의존하고 있으며, 도시의 투수성 지표에는 오픈 스페이스와 주변의 생산녹지 등이 있다 이러한 관점에서 투수성 지표에 관한 연구가 필요함에도 불구하고 많지 않았고, 대부분 포인트별 연구였다. 본 연구는 도시 내의 수문기능 환경변화개선에 관한 기초자료로 동경의 대표적 도시공원인 코카네이 (소금정) 공원과 동경 근교의 치바현 (천엽현)위치한 치바(천엽)대학 부속 카시와 (상) 농장을 대상지로 선정 토양환경기능의 간접적 지표가 되는 토양경도를 나카야마식(산중식) 토양경도 계륵 사용하여 5120 Cm의 라인위에 10 Cm간격으로 512개씩 코카네이(소금정) 공원에서 9라인. 카시와(상) 농장에서 7라인을 공간별로 측정하고. 그 측정값을 다중비교검정과 Bartlett's 검정에 의하여 검정후에, 랜덤 데이타분석에 적합한 FFT(Fast Fourier Transform)를 사용하여 분석하였다 본 연구의 측정값을 다중비교검정과 Bartlett's 검정한 결과, 유의타가 없었고, 각 데이터를 분석한 결과. 공원의 9라인과 농장의 7라인은 분석 그래프의 유형에 의해 각각 2가지로 분류되었고, 전체적으로는 3가지로 분류할 수 있었다 특히 공원과 농장의 분석 그래프에서는 수평 방향으로의 변화에 대한 수직방향의 변화가 비슷한 스펙트럼이 공통적으로 나타났고. 각각 최대 값은 다르나 제1주기 부분에서는 답압과 같은 인위적인 요인에 의한 논은 수직방향의 스펙트럼 변화가 관찰되었다. 또한, 강우가 녹지의 경도변화에 미치는 가를 관찰하기 위하여 강우전과 강우후에 같은 라인(Line1과 Line2)을 측정하여 분석한 결과, 측정값의 평균에서는 차이를 보였으나. 주기의 변화는 거의 없었다. 전체적으로 분석 그래프에서는 공간별로 스펙트럼의 수평방향에 대한 수직방향의 변화량의 차이는 보였으나 비슷한 주기를 나타냈고, 가작의 유형은 공원의 녹지공간(lawn-area)과 나지공간(bare-area)으로, 농장을 녹지공간(lawn-area)과 경작공간(field-area)으로 분류할 수있었다. 종합적으로 녹지를 지질학적 구조의 고유한 특징이 아닌. 답압 등과 같은 인위적인 요인에 따른 속성들에 의하여 나타나는 스펙트럼의 분석을 통하여 녹지공간(lawn-area). 나지공간(bare-area)그리고, 경작공간(field-area)으로 분류할 수 있었다..

• Korean Journal of Soil Science and Fertilizer
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• v.16 no.1
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• pp.7-13
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• 1983

Laboratory determinations of saturated hydraulic conductivity were conducted with four soils varying in texture from sand to clay and with five waters with different salinity level. The waters varied in total dissolved solids from 1,250 to $15,000mg/{\ell}$ and in SAR from 16 to 57 and were representative of saline waters in New Mexico. Saturated hydraulic conductivities of the soils were not significantly affected by water salinity if these waters were the sole source of irrigation water. However, small additions of distilled water, assuming simulated to rain, to soils previously equilibrated with the saline waters significantly decreased soil permeability. Dispersion and short or long-distance transport of clay apparently clogged conducting pores when distilled water was introduced. Swelling was an important mechanism in reducing soil permeability only in the clay soil. The data suggest that, when saline water is the dominant irrigation source and is supplemented by rain, (1) all saline waters could be used on very sandy soils, (2) no saline waters should be used on very heavy soils, and (3) slightly saline, but not very saline, waters could be used on medium-textured soils.

• Water for future
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• v.27 no.3
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• pp.107-113
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• 1994

The analysis of Richards eq. requires data of the soil water retention function and the unsaturated hydraulic conductivity. The soil water retention function was measured through the use of the developed apparatus and the saturated hydraulic conductivity was measured by the constant head method for each soil sample corresponding to the A, B, C types of SCS. In order to obtain one water retention function and one unsaturated hydraulic conductivity which represent each soil group, van Genuchten's eq. and Mualem's pore-structure model was chosen respectively. Parameters of van Genuchten's eq. are estimated for each soil group using data obtained in the experiments, and estimated values give a basis to analyze the unsaturated flow in the non-measured region efficiently.