• 제목/요약/키워드: SOIL

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사방시공지(砂防施工地)에 있어서 리기다소나무의 수근(樹根)의 분포(分布)에 미치는 토양견밀도(土壤堅密度)의 영향(影響) (Effects of Soil Hardness on the Root Distribution of Pinus rigida Mill. Planted in Association with Sodding Works on the Denuded Land)

  • 조희두
    • 한국산림과학회지
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    • 제56권1호
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    • pp.66-76
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    • 1982
  • 사방시공지(砂防施工地)에 널리 조림(造林)되는 리기다소나무의 근계분포(根系分布)와 토양(土壤)의 견밀도(堅密度)의 관계(関係)를 구명(究明)하고자 표본지(標本地)를 선정(選定) 대표목(代表木)의 경사하측(傾斜下側)에 환상(環状)의 토양단면(土壤斷面)을 만들어 각토층별(各土層別)로 토양경도(土壤硬度)를 산중식(山中式) Soil hardness tester로 측정(測定)하고 수근(樹根) (중세근(中細根))의 분포(分布)를 조사(調査)하여 분포(分布)한바 다음과 같이 요약(要約)할 수 있었다. 1) 토양(土壤)의 견밀도(堅密度)는 토심(土深)이 깊어짐에 따라 점차(漸次) 증가(增加)하여 평균(平均) 지표경도(指標硬度)는 I층(層)에서 14.6mm II층(層)에서 16.2mm, III층(層) 17.2mm, IV층(層)에서는 18.3mm, V층(層)에서는 19.8mm였다. 2) 수근(樹根) (중세근(中細根))은 표층(表層)에 이를수록 많이 분포(分布)하여 토층(土層)이 깊어짐에 따라 그 수(數)가 감소(減少)하여 I층(層) 수근(樹根)의 수(數)를 1(31%)로 할때 II층(層)은 0.84(26%), III층(層)은 0.6(18%), IV층(層)은 0.4(12%), V층(層)도 0.4(13%)이다. 3) 토양(土壤)의 견밀도(堅密度)와 수근(樹根)의 분포(分布)는 음(陰)의 상관관계(相関関係)에 있어 견밀도(堅密度)가 높아지면 이에따라 수근(樹根) 수(數)는 감소(減少)한다. 각(各) 토층별(土層別) 토양(土壤)의 견밀도(堅密度)와 수근분포(樹根分布)의 상관계수(相関係数)는 I층(層)은 -0.3875, II층(層)은 -0.5299, III층(層)은 -0.5573, IV층(層)은 -0.6922, V층(層)은 -0.7325, 전체평균(全体平均)은 -0.9469로서 모두 유의적(有意的)이었다. 4) 리기다소나무의 수근(樹根) (중세근(中細根))의 성장(成長)에 최적합(最適合)한 토양(土壤)의 견밀도(堅密度)는 지표경도(指標硬度)는 12.0~14.9mm로서 이 계급(階級)에 속(屬)하는 지표경도(指標硬度)는 33%이고 수근(樹根)의 분포(分布)는 41.8%이다. 또 지표경도(指標硬度) 20.9mm까지는 82%이나 수근(樹根) 93.2%가 분포(分布)하고 있어 지표경도(指標硬度) 20.9mm이하(以下)까지가 리기다소나무의 수근(樹根)의 생장(生長)에 적합(適合)하다고 사료(思料)된다.

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인위적으로 변경된 토양에서의 수분보유특성 해석 모형의 적용 (Application of Analysis Models on Soil Water Retention Characteristics in Anthropogenic Soil)

  • 허승오;전상호;한경화;조희래;손연규;하상건;김정규;김남원
    • 한국토양비료학회지
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    • 제43권6호
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    • pp.823-827
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    • 2010
  • 원토양인 논토양 위에 마사토를 적토(積土)한 토양에 대한 토양수분 특성곡선을 작성해 보고, 이를 추정하는데 가장 널리 활용되고 있는 van Genuchten (VG) 모형과 Brooks-Corey (BC) 모형을 비교평가 해 그 효용성을 판단하기 위해 수행했다. 4개의 층위로 구분되는 측정 대상토양은 표토부터 30 cm 까지는 양질사토, 30~70, 70~120 cm는 사토, 120 cm 이상에서는 사양토로 분석된 토양이다. 토양수분 함량과 토양수분 메트릭 퍼텐셜과의 관계를 나타내는 토양수분 특성곡선 분석에 따르면, 원토양인 120 cm 이상 깊이 토양에서의 수분보유 특성을 제외하고 나머지 세 개 층위 토양에서의 수분 보유 특성은 0~30 cm, 30~70 cm 층위는 비슷하고 70~120 cm 층위는 약간 높은 경향이었다. 상대수분 포화도와 토양수분 메트릭 퍼텐셜의 관계를 표현함에 있어 멱함수 형태인 BC 모형보다는 해석학적 분석방법을 활용한 VG모형이 실측값에 근사한 추정결과를 제공했다. 포화상태의 종점이자 불포화상태의 시발점인 공기유입가 (AEV) 추정에도 측정 한계치 부근의 메트릭 퍼텐셜 값을 나타내는 BC모형보다는 9.5~40 cm (4 kPa)을 보였던 VG모형이 적합했다. 따라서, 인위적으로 원토양 위에 석비레 (마사토)로 적토된 토양에서의 토양수분 특성곡선 작성을 위한 추정모형에 VG모형을 활용하는 것이 바람직할 것이다. 이러한 결과로부터 VG 모형을 수자원량 산정을 위한 SCS (Soil Conservation Service, USDA) CN (Curve Number) 계산 과정에서 토양단면 내의 수분 보유 인자 (retention parameter) 산출을 위한 토양수분함량을 추정하는데 활용하거나 침투모형 (Green-Ampt Mein-Larson)을 설명하기 위한 습윤전선 매트릭 퍼텐셜을 추정하는데 사용할 수 있을 것이다.

하천 돌망태 호안에 적용된 토목섬유보강토공법의 녹화 특성 (A Study for Characteristics of Geofiber Reinforced Soil System Practiced on Stone Gabion Bank of River)

  • 정대영;김재환;심상렬
    • 한국환경복원기술학회지
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    • 제11권6호
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    • pp.81-90
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    • 2008
  • Recently, geofiber(polyester) reinforced soil was added on soil-seed mixture spray to control erosion and to improve vegetation growth on rocky slope sites. This research was conducted to compare vegetation effects and soil hardness on three types of soil-seed mixture spray on stone gabion river bank [A type : soil-seed mixture spray underlying 30cm thick sand with geofiber(geofiber reinforced soil system), B type : soil-seed mixture spray underlying 30cm thick sand without geofiber, C type : soil-seed mixture spray]. Evaluation were made concerning vegetation coverage, soil hardness and moisture content. The results of this study showed that A type system was effective for the growth of vegetation and soil hardness when compareed to B type and C type. A type and B type showed higher covering rate than C type on stone gabion river bank, and especially A type showed the highest covering rate. Soil hardness and water content were high on A type vegetation system compared to B type and C type. We noted that high soil hardness and high moisture content with geofiber(geofiber reinforced soil system) were effective both to control erosion from water current impact and to be high coverage and species of vegetation on stone gabion river bank.

Classification of Soil Desalination Areas Using High Resolution Satellite Imagery in Saemangeum Reclaimed Land

  • Lee, Kyung-Do;Baek, Shin-Chul;Hong, Suk-Young;Kim, Yi-Hyun;Na, Sang-Il;Lee, Kyeong-Bo
    • 한국토양비료학회지
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    • 제46권6호
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    • pp.426-433
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    • 2013
  • This study was aimed to classify soil desalination area for cultivation using NDVI (Normalized difference vegetation index) of high-resolution satellite image because the soil salinity affects the change of plant community in reclaimed lands. We measured the soil salinity and NDVI at 28 sites in the Saemangeum reclaimed land in June 2013. In halophyte and non-vegetation sites, no relation was found between NDVI and soil salinity. In glycophyte sites, however, we found that the soil salinity was below 0.1% and NDVI ranged from 0.11 to 0.57 which was greater than the other sites. So, we could distinguish the glycophyte sites from the halophyte sites and non-vegetation, and classify the area that soil salinty was below 0.1%. This technique could save the time and labor to measure the soil salinity in large area for agricultural utilization.

Removal of hexavalent chromium Cr (VI) by adsorption in blended lateritic soil

  • Sunil, B.M.;Faziludeen, Saifiya
    • Advances in environmental research
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    • 제4권3호
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    • pp.197-210
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    • 2015
  • Hexavalent chromium [Cr (VI)] adsorption on lateritic soil and lateritic soil blended with black cotton (BC) soil, marine clay and bentonite clay were studied in the laboratory using batch adsorption techniques. In the present investigation the natural laterite soil was blended with 10%, 20% and 30% BC soil, marine clay and bentonite clay separately. The interactions on test soils have been studied with respect to the linear, Freundlich and Langmuir isotherms. The linear isotherm parameter, Freundlich and Langmuir isotherm parameters were determined from the batch adsorption tests. The adsorption of Cr (VI) on natural laterite soil and blended laterite soil was determined using double beam spectrophotometer. The distribution coefficients obtained were 1.251, 1.359 and 2.622 L/kg for lateritic soil blended with 10%, 20% and 30% BC soil; 5.396, 12.973 and 48.641 L/kg for lateritic soil blended with marine clay and 5.093, 8.148 and 12.179 L/kg for lateritic soil blended with bentonite clay respectively. The experimental data fitted well to the Langmuir model as observed from the higher value of correlation coefficient. Soil pH and iron content in soil(s) has greater influence on Cr (VI) adsorption. From the study it is concluded that laterite soil can be blended with clayey soils for removing Cr (VI) by adsorption.

지용성/고형오구의 혼합오염 계에서 지용성오구의 극성에 따른 Polyester직물에의 오구부착 (Adhesion of Soil to Polyester Fabric According to Polarity of Oily Soil in Oily/Particulate Mixed Soil System)

  • 강인숙
    • 한국의류학회지
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    • 제34권7호
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    • pp.1175-1183
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    • 2010
  • This study investigates the effect of polarity of oily soil on adhesion of oily and particulate soil to PET fabric in oily/particulate mixed soil systems. The potential energy of interaction between two particles was examined as a fundamental environment of adhesion of soil to fabrics. The ${\zeta}$-potential of ${\alpha}-Fe_2O_3$ particles was measured by a microelectrophoresis method, and the potential energy of interaction between two particles was calculated by using the Verwey-Overbeek theory. The ${\zeta}$-potential of particle and the potential energy of interaction between two particles was slightly influenced by the polarity and type of oily soil, but increased with the increased anionic surfactant concentration and amount of oily soil. The adhesion of oily soil to fabric increased with the additional amount of polarity of oily soil and decreased surfactant concentration that was relatively high at a temperature of $60^{\circ}C$ surfactants solution. The adhesion of ${\alpha}-Fe_2O_3$ particle to PET fabric decreased with an increased amount and polarity of oily soil and increased surfactant concentration Although some similarity exists, the general trend of the adhesion to fabric by particulate soil differ from oily soil.

The Study on Soil Classification in Sri Lanka

  • Hyun, Byung-Keun;Mapa, R.B.;Sonn, Yeon-Kyu;Cho, Hyun-Jun;Shin, Kooksik;Choi, Jung-won;Jung, Seog-Jae;Jang, Byung-Chun
    • 한국토양비료학회지
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    • 제48권3호
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    • pp.153-162
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    • 2015
  • Land information is important for the international agricultural companies. This study investigated the agriculture and soil information in Sri Lanka. This study is the results from investigation of soil properties and agricultural properties determined by the Soil Taxonomy classification system for the soils in Sri Lanka. The order of the main agricultural imports in Sri Lanka was wheat > refined Sugar > dry Onion > Rice > Lentils. The climate of Sri Lanka is divided into three climatic zones. There are a wet zone, an intermediate zone, and a dry zone. Rainfall of the wet zone was $3,000-5,000mm\;year^{-1}$. The rainfall of the dry zone was less than $1,000m^{-1}$. The intermediate zone was in the middle area. Soil series of Sri Lanka were 109 in total. Detailed information of soil series was: 6 of soil Orders, 15 of Suborders, 39 of Great groups, and 56 of Subgroups. Soil texture of topsoil was much more coarse, but subsoil was gravelly coarse soil. Soil of Sri Lanka was classified as a Soil Order. The orders were Entisols > Alfisols > Ultisols > Inceptisols > Histosols > Vertisols.

SPATIAL AND TEMPORAL INFLUENCES ON SOIL MOISTURE ESTIMATION

  • Kim, Gwang-seob
    • Water Engineering Research
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    • 제3권1호
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    • pp.31-44
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    • 2002
  • The effect of diurnal cycle, intermittent visit of observation satellite, sensor installation, partial coverage of remote sensing, heterogeneity of soil properties and precipitation to the soil moisture estimation error were analyzed to present the global sampling strategy of soil moisture. Three models, the theoretical soil moisture model, WGR model proposed Waymire of at. (1984) to generate rainfall, and Turning Band Method to generate two dimensional soil porosity, active soil depth and loss coefficient field were used to construct sufficient two-dimensional soil moisture data based on different scenarios. The sampling error is dominated by sampling interval and design scheme. The effect of heterogeneity of soil properties and rainfall to sampling error is smaller than that of temporal gap and spatial gap. Selecting a small sampling interval can dramatically reduce the sampling error generated by other factors such as heterogeneity of rainfall, soil properties, topography, and climatic conditions. If the annual mean of coverage portion is about 90%, the effect of partial coverage to sampling error can be disregarded. The water retention capacity of fields is very important in the sampling error. The smaller the water retention capacity of the field (small soil porosity and thin active soil depth), the greater the sampling error. These results indicate that the sampling error is very sensitive to water retention capacity. Block random installation gets more accurate data than random installation of soil moisture gages. The Walnut Gulch soil moisture data show that the diurnal variation of soil moisture causes sampling error between 1 and 4 % in daily estimation.

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Study properties of soft subgrade soil stabilized by sewage sludge/lime and nano-SiO2

  • Lin, Deng-Fong;Luo, Huan-Lin;Chen, Chien-Ta;Cai, Ming-Du
    • Geomechanics and Engineering
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    • 제10권6호
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    • pp.793-806
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    • 2016
  • The pozzolanic characteristics of a sludge incinerated into ash were determined in this study. Lime is commonly used as a stabilizer for the treatment of soils, whereas sewage sludge ash (SSA) is often applied with lime to improve soft subgrade soil. In this study, a cohesive soil categorized as A-4 (low-plasticity clay) by AASHTO classifications was mixed with SSA/lime with a 3:1 ratio. Nano-$SiO_2$ was also added to the soil. To identify changes in the workability, strength, permeability, and shear strength of the soft subgrade soil, basic soil tests were conducted, and the microstructure of the treated soil was analyzed. The results indicate that SSA/lime mixtures improve the properties of soft subgrade soil and transform the soil from "poor subgrade soil" to "good to excellent subgrade soil" with a CBR > 8. Additionally, the addition of 2% nano-$SiO_2$ increases the unconfined compressive strength of soft subgrade soil treated with SSA/lime mixture by approximately 17 kPa. However, the swelling of the treated soil increased by approximately 0.1% after the addition of nano-$SiO_2$ and lime. Thus, soil swelling should be considered before lime and nano-$SiO_2$ are applied to soft subgrade soil.

Calculating Soil Quality Index for Biomass Production Based on Soil Chemical Properties

  • Kim, Sung-Chul;Hong, Young Kyu;Lee, Sang Phil;Oh, Seung Min;Lim, Kyung Jae;Yang, Jae E.
    • 한국토양비료학회지
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    • 제50권1호
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    • pp.56-64
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    • 2017
  • Soil quality has been regarded as an important factor for maintaining sustainability of ecosystem. Main purpose of this research was i) to select minimum factor for predicting biomass, and ii) to calculate soil quality index for biomass according to soil chemical properties. Result showed that soil pH, electrical conductivity (EC), soil organic matter (SOM), cation exchange capacity (CEC), and available phosphorus are minimum data set for calculating biomass production in soil. Selected representative soil chemical properties were evaluated for soil quality index and rated from 1 to 5 (1 is the best for biomass production). Percentage of each grade in terms of biomass production in national wide was 14.52, 35.23, 33.03, 6.47, 10.75% respectively. Although, only soil chemical properties were evaluated for calculating optimum soil quality, result of this research can be useful to understand basic protocol of soil quality assessment in national wide.