• 상하수도학회지
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• 제23권1호
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• pp.97-105
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• 2009

Analysis was done on the particle size distribution of sediments flown into Saemangeum from the Mankyung and Dongjin River. The organic pollutants and heavy metal existing in the sediments were analyzed, which was further used to study the properties of pollution in the sediments according to the particle size distribution. Conclusions shown below were made from these analyses. The particle size distribution showed a big difference between the upriver areas of Mankyung and Dongjin River. Particles under $75{\mu}m$ showed to be around 85% at Dongjin River, while it showed to be around 70% at Mankyung River. This kind of distribution in particle size concluded in greatly affecting the contamination density of the sediments. From the analysis done on the soil type of sediments, deposition in Mankyung River categorized into Silty loam and Sandy loam, where Silty loam covered most of area and deposition in Dongjin River categorized into Sand, Loamy sand, Silty loam, Sandy loam. Considering the weight ratio, the density of contamination of the sediments by particle size at Dongjin and Mankyung River has been analyzed to show that organic pollutants and heavy metals occupy more than 70% of the whole contamination in the range under the particle size of $75{\mu}m$.

• 한국토양비료학회지
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• 제36권6호
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• pp.367-375
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• 2003

본 연구는 농촌지역에 많이 보급되어 있는 50 마력급 트랙터의 견인 및 작업성능을 우리나라의 주요 수도 포장을 대상으로 컴퓨터 모의실험을 통해 예측하기 위해 수행되었다. 모의실험은 트랙터의 견인력에 영향을 미치는 토양인자와 차량인자를 포함하는 수학적 모델을 이용하였다. 토양의 물리적 특성은 우리나라 수도재배의 대표적인 지역 중의 일부라고 볼 수 있는 이리, 남양간척지, 아산만지역, 평택, 밀양, 상주, 김해, 김포, 안동, 안성, 음성, 강화지역 등에서 서로 다른 면 단위 지역을 선택하여 총 40개 지역에서 측정하였다. 40개 조사지역의 토성은 미사질양토(SiL)지역이 26곳으로 가장 많았으며 양토(L)가 5곳, 사질양토(SL)가 4곳, 미사질식양토(SiCL)가 3곳 등으로 조사지역의 대부분의 토양은 양질계통이었다. 이들 지역에서 경운정지 시기의 토양수분함량은 주로 20-40%의 범위이었으며, 드물게 20% 이하 지역과 50%가 넘는 지역이 한 두 곳 있었다. 용적밀도는 대부분의 조사지역에서 $1,500-1,700kg\;m^{-3}$의 범위이었다. 원추지수는 2부터 $12kg\;cm^{-2}$까지 넓은 범위에 걸쳐 나타났다. 전체 조사지역에서 시뮬레이션에 의해 예측된 트랙터의 견인력은 63-1,469 kgf까지 매우 넓은 범위에 걸쳐 분포하였으며, 아주 연약한 지역을 제외하고는 대부분의 지역에서 1,000 kgf 이상을 나타내었다. 한편, 시뮬레이션에 의해 트랙터의 경운작업 가능성을 조사한 결과, 대부분의 지역에서 트랙터에 의한 원활한 경운작업이 가능한 것으로 조사되었으나 안동과 남양만의 일부 지역에서는 트랙터에 의한 원활한 경운작업이 어려울 뿐만 이니라 경우에 따라서 는 트랙터 자체의 이동성 문제도 발생할 수 있는 것으로 판단되었다.

• 유기물자원화
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• 제19권4호
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• pp.97-105
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• 2011

가축분뇨 발효액비화에 의한 자연순환 농업체계의 복원에 대한 연구의 일환으로 본 연구는 경기도 여주군 능서면 오계2리에 위치한 논포장에서 가축분뇨 저장액비와 SCB액비를 사양질 논토양과 식양질 논토양에 시용하였을 때 토양 중 변화를 조사하였다. 선정된 사양질 논토양과 식양질 논토양의 시험 전 화학적 특성은 사양질 논토양과 식양질 논토양 모두 우리나라 논토양의 평균함량과 비슷하였으나, 사양질 논토양의 유효인산 함량은 우리나라 논토양의 평균함량에 비해 매우 높았다. 사양질 논토양과 식양질 논토양 모두 무비구와 화학비료구에 비해 저장액비와 SCB액비 처리구에서 수서생물 개체수가 높았으며, 식양질 논토양에 비해 사양질 논토양에서 처리간 통계적인 유의차(P<0.05)가 컸다. 사양질 논토양과 식양질 논토양 모두 무비구와 화학비료구에 비해 저장액비와 SCB액비 처리구에서 중금속의 함량이 높았고, 사양질 논토양보다 식양질 논토양에서 중금속 함량이 약간 높았다. 가축분뇨 액비 시용 후 생육후기로 갈수록 초장과 건물중은 증가하는 경향이었으나, 처리간 통계적인 유의차(P<0.05)는 없었다. 또한, SCB액비 시용에 따른 쌀 수확량은 사양질 논토양에서는 대조구인 무비구에 비해 SCB액비 처리구에서 높았으며 통계적인 유의차도 매우 컸으나, 식양질 논토양에서는 화학비료 처리구에서 가장 높았으며, 통계적인 유의차가 크지 않았다. 또한, 벼의 양분 흡수량은 화학비료 처리구가 가장 높았으며 가축분뇨 액비 처리구에서는 비슷한 수준이었으나, 처리간에는 통계적인 유의차(P<0.05)가 없었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.998-1003
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• 2008

It has been recognized unsaturated soil behaviour playing an important role in geomechanics. Up to now, only a few experimental data are available for the technical difficulties related to both volume changes and suction measurements. In this study, the volume changes of unsaturated compacted silty soil were monitored with proximeter (i.e. non-contactable transducer) during various triaxial compression tests, which gave a realistic estimation in the volume changes of unsaturated soil sample. Various triaxial compression tests for unsaturated soil under different drainage conditions are carried out. The behaviour of the pore pressure, namely, the pore-air pressure and the pore-water pressure, and matric suction during the shearing tests are investigated. The experimental results have revealed that the mechanical behaviour of unsaturated soil can be significantly affected by the matric suction.

• Advances in environmental research
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• 제8권1호
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• pp.39-54
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• 2019

This paper presents comprehensive scientific details about mangrove soil in Gulf of Kachchh, Gujarat. A total of ten sites were studied during November, 2011 to December, 2014 in order to know the physico-chemical characteristics of mangrove soil. The results indicated that the soil in GoK had silty loam texture. Other physico-chemical parameters ranged as; pH: 7.39-7.61, Bulk Density: 0.30 g/㎤-0.54 g/㎤, Particle Density: 1.26 g/㎤-1.76 g/㎤, Organic Carbon: 0.70%-1.13%, Organic Matter: 1.01%-1.74% and Moisture Content: 33.45%-56.38%. The paper would be useful to the stakeholders, coastal managers and scientific communities to know the mangrove soil conditions of Gulf of Kachchh for management and planning for conservation of mangrove ecosystem.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.329-336
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• 2002

The earth structures and in-ground LNG tank, and buildings can be constructed with using artificial freezing method on the reclaimed land. In this study, upon freezing a saturated soil in a closed-system from the top, a considerable pressure was developed. The pressure is the result of the surface energy of a curved ice-water interface. The most significant of these parameters will have the greatest effect on the classification. In order to establish frost-susceptibility criteria based on frost heaving expansion pressure, more soils have to be tested. This study was initiated to investigate the soils frost heaving expansion pressure and moisture characteristics resulting from freezing and freezing-thawing cycle process. Weathered granite soils, sandy soil, sandy soil were used in the laboratory freezing test subjected to thermal gradients under closed- systems.

• Geomechanics and Engineering
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• 제36권3호
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• pp.295-301
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• 2024

Understanding the post-liquefaction shear behavior is crucial for predicting and assessing the damage, such as lateral flow, caused by liquefaction. Most studies have focused on the behavior until liquefaction occurs. In this study, we performed undrained multi-stage tests on clean sand, sand-silt mixtures, and silty soils to investigate post-liquefaction shear strain based on soil compressibility. The results confirmed that it is necessary to consider the soil compressibility and the shape of soil particles to understand the post-liquefaction shear strain characteristics. Based on this, an index reflecting soil compressibility and particle shape was derived, and the results showed a high correlation with post-liquefaction small resistance characteristic regardless of soil type and fine particle content.

• 대한환경공학회지
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• 제31권1호
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• pp.1-8
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• 2009

토양 세척 공정에서 최종적으로 발생되는 잔류 유류 오염원 함유 미세토(silty clay)의 효율적인 처리 방법을 도출하고자 본 연구를 수행하였다. 본 연구에서는 토양 중에 존재하는 철 성분을 이용한 유사펜톤 산화반응 공정의 적용 가능성 평가 및 반응 종결 후의 미세토에 대한 생분해도를 평가하여 유사펜턴 산화 후 생성된 분해산물의 생물학적 연계 처리 가능성을 파악하고자 하였다. 먼저 세척장에서 탈수된 케익 상태의 시료(고분자응집제 처리)와 침전조에서 고분자응집제를 투여하기 이전 상태의 미세토 슬러지 시료를 대상으로 과산화수소($H_2O_2$)를 다양한 농도로 가하여 TPH 제거 효율을 평가하였다. 또한, 유사펜톤 반응 후 시료에 대한 $BOD_5/COD_{Cr}$ 비를 산정하여 생분해 가능성을 검토하였다. 본 연구 결과, 과산화수소($H_2O_2$) 농도가 1%일 때 TPH 제 거 효율이 가장 높았으며 주입 방법에서는 순간적으로 일회 과산화수소($H_2O_2$)를 시료에 주입하는 것보다 일정 시간 간격으로 연속적으로 과산화수소($H_2O_2$)를 주입하는 것이 TPH 제거 효율이 높은 것으로 나타났다. 또한, 케익 시료의 경우 고액비가 1 : 2일때 TPH 제거 효율이 가장 높은 것으로 나타났다. 한편, 식용유를 사용한 경우 미세토에 흡착된 석유계탄화수소의 탈착을 증진시키는 계면활성 효과로 인하여 용해도가 증가하는 것을 확인하였다. 그러나 유사펜톤 반응 후 생분해도 경향은 반응 조건에 관계없이 반응시간이 경과함에 따라 전반적으로 감소하는 경향을 보여 후속 처리로 생물학적 공정을 연계할 시 미생물의 순응이 필요한 것으로 나타났다. 이와 같이 토양 중에 존재하는 철 성분을 이용하여, 과산화수소($H_2O_2$)만 주입해준 경우 미세토에 흡착되어 있는 유분이 제거되는 유사펜톤 반응을 확인하였지만 그 제거 효율은 매우 낮았고 유사펜톤 반응 종결 후 생물학적 공정의 연계 처리 시 미생물의 순응 기간이 필요한 것으로 확인되었다.

• Geomechanics and Engineering
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• 제1권1호
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• pp.1-15
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• 2009

Many aspects of the behavior of sands are affected by the content of non-plastic fine particles and these various aspects should be included in a constitutive model for the soil behavior. The fines content affects maximum and minimum void ratios, compressibility, shear strength, and static liquefaction under undrained conditions. Twenty-eight undrained triaxial compression tests were performed on mixtures of sand and fine particles with fines contents of 0, 10, 20, 30, 50, 75, and 100% to study the effects of fines on void ratio, compressibility, and the occurrence of static liquefaction. The experiments were performed at low consolidation pressures at which liquefaction may occur in near-surface, natural deposits. The presence of fines creates a particle structure in the soil that is highly compressible, enhancing the potential for liquefaction, and the fines also alter the basic stress-strain and volume change behavior, which should be modeled to predict the occurrence of static liquefaction in the field. The void ratio at which liquefaction occurs for each sand/fines mixture was determined, and the variation of compressibility with void ratio was determined for each mixture. This allowed a relation to be determined between fines content, void ratio, compressibility, and the occurrence of static liquefaction. Such relations may vary from sand to sand, but the present results are believed to indicate the trend in such relations.

• 한국농공학회지
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• 제31권3호
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• pp.41-56
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• 1989

The purpose of this study is to find out the basic data for irrigation plans of garlic and cucumber during the growing period, such as total amount of evapotranspiration, coefficients of evapotranspiration at each growth stage, the peak stage of evapotranspiration and the maximum evapotranspiraton, optimum irrigation point, total readily available moisture, and intervals of irrigation date. The plots of experiment were arranged with split plot design which were composed of two factors, irrigation point for main plot and soil texture for split plot, and three levels ; irrigation points with pP 1.7-2.1, pP 2.2-2.5, pP 2.6-2.8, for garlic and those with pP 1.9, pF 2.3, pP 2.7, for cucumber, soil textures of silty clay, sandy loam and sandy soil for both garlic and cucumber, with two replications. The results obtained are summarized as follows 1.There was the highest significant correlation between the avapotranspiration of garlic and cucumber and the pan evaporation, beyond all other meteorological factors considered, as mentioned in the previous paper. Therefore, the pan evaporation is enough to be used as a meteorological index measuring the quantity of evapotranspiration. 2.1/10 probability values of maximum total pan evaporation during growing period for garlic and cucumber were shown as 495.8mm and 406.8mm, respectively, and those of maximum ten day pan evaporation for garlic and cucumber, 63.8mm and 69.7mm, respectively. 3.The time that annual maximum of ten day pan evaporation can be occurred, exists at any stage between the middle of May and the late of June(harvest period) for garlic, and at any stage of growing period for cucumber. 4.The magnitude of evapotranspiration and of its coefficient for garlic and cucumber was occurred in the order of pF 1.7-2.1>pF 2.2-2.5>pF 2.6-2.8 and of pF 1.9>pF 2.3>pF2.7 respectively in aspect of irrigation point and of sandy loam>silty clay>sandy soil in aspect of soil texture for both garlic and cucumber. 5.The magnitude of leaf area index was shown in the order of pF 2.2-2.5>pF 1.7-2.1>pF 2.6-2.8 for garlic and of pF 1.9>pF 2.3>pF 2.7 for cucumber in aspect of irrigation point, and of sandy loam>sandy soil>silty clay in aspect of soil texture for both garlic and cucumber. 6.1/10 probability value of evapotranspiration and its coefficient during the growing period for garlic were shown as 391.7mm and 0.79 respectively, while those of cucumber, 423.lmm and 1.04 respectively. 7.The time the maximum evapotranspiration of garlic can be occurred is at the date of thirtieth before harvest period and the time for cucumber is presumed to be at the date of sixtieth to seventieth after transplanting, At that time, 1/10 probability value of ten day evapotranspiration and its coefficient for garlic is presumed to be 65.lmm and 1.02 respectively, while those of cucumber, 94.8mm and 1.36 respectively. 8.In aspect of irrigation point, the weight of raw garlic and cucumber were increased in the order of pF 2.2-2.5>pF 1.7-2.1>pF 2.6-2.8 and of pF 1.9>pF 2.3>pF 2.7 respectively. Therefore, optimum irrigation point for garlic and cucumber is presumed to be pF 2.2-2.5 and pF 1.9 respectively, when the significance of yield between the different irrigation treatments is considered. 9.Except the mulching period of garlic that soil moisture extraction patterns were about the same, those of garlic and cucumber have shown that maximum extraction rate exists at 7cm deep layer at the beginning stage after removing mulching for garlic and at the beginning stage of growth for cucumber and that extraction rates of 21cm to 35cm deep layer are increased as getting closer to the late stage of growth. 10.Total readily available moisture of garlic in silty clay, sandy loam, sandy soil become to be 18.71-24.96mm, 19.08-25.43mm, 10.35- 13.80mm respctively on the basis of the optimum irrigation point with pF 2.2-2.5, while that of cucumber, 11.8lmm, 12.03mm, 6.39mm respectively on the basis of the optimum irrigation point with pF 1.9. 11.The intervals of irrigation date of garlic and cucumber at the growth stage of maximum consumptive use become to be about three and a half days and one and a half days respectively, on the basis of each optimum irrgation point.