• 제목/요약/키워드: Soil particle

검색결과 772건 처리시간 0.022초

Simple assessment of wind erosion depending on the soil texture and threshold wind velocity in reclaimed tidal flat land

  • Kyo-Suk, Lee;IL-Hwan, Seo;Jae-Eui, Yang;Sang-Phil, Lee;Hyun-Gyu, Jung;Doug Young, Chung
    • 농업과학연구
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    • 제48권4호
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    • pp.843-853
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    • 2021
  • The objectives of this paper were to simply estimate soil loss levels as caused by wind in reclaimed tidal flat land (RTFL) and the threshold wind velocity in the RTFL. For this experiment, RTFL located at Haenam Bay was selected and a total of 150 soil samples were collected at the Ap horizon from the five soil series. The particle distribution curves, including the limit of the non-erodible particle size (D > 0.84 mm) for each Ap horizon soil, show that the proportions of non-erodible particle sizes that exceeded 0.84 mm were 4.3% (Taehan, TH), 8.9% (Geangpo, GP), 0.5% (Bokchun, BC), 1.6% (Poseung, PS) and 1.4% (Junbook, JB), indicating that the amount of non-erodible soil particles increased with an increase in the sand content. The average monthly, daily and instantaneous wind velocities were higher than the threshold friction velocity (TFV) calculated according to the dynamic velocity (Vd) by Bagnold, while the average monthly wind velocity was lower than those of the TFV suggested by the revised wind erosion equation (RWEQ) and wind erosion prediction system (WEPS). The susceptible proportions of erodible soil particles from the Ap horizon soil samples from each soil series could be significantly influenced by the proportion of sand particles between 0.025 and 0.5 mm (or 0.84 mm) in diameter regardless of the threshold wind velocity. Thus, further investigations are needed to estimate more precisely soil erosion in RTFL, which shows various soil characteristics, as these estimations of soil loss in the five soil series were obtained only when considering wind velocities and soil textures.

Micro-Pipette법과 Hydrometer법에 의한 토양 입경 분석의 비교 (Comparison of Micro-Pipette Method and Hydrometer Method in Soil Particle Size Analysis)

  • 정종배;김민경;김복진;김계훈
    • 한국토양비료학회지
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    • 제32권3호
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    • pp.274-278
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    • 1999
  • 토성 조사 특히 토양 중의 점토 함량의 측정은 토양과 관련된 연구에서 흔히 이루어지는 분석이다. 본 연구에 관련된 연구에서 흔히 이루어지는 분석이다. 본 연구에서는 현재까지 점토 함량 측정에 널리 이용되고 있는 표준 hydrometer법이나 pipette법과 비교하여 보다 간편하고 신속한 분석법으로 제안되어 있는 micro-pipette법의 이용 가능성을 검토하였다. Micro-pipette법과 hydrometer법으로 측정된 점토 함량은 유의성이 높은 1:1의 상관관계를 가졌으며. micro-pipette법치 분석의 정밀도는 hydrometer법에 비교하여 크게 떨어지지 않는 것으로 나타났다. 또한 micro-pipette법은 짧은 침강 시간과 작은 침강 용기를 사용함으로써 작은 실험실 공간에서 많은 시료를 분석할 수 있었다.

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현장실험을 통한 침사구의 효과 분석 (Field Experimental Analysis of Effects of Sediment Traps)

  • 최경숙;장정렬
    • 한국관개배수논문집
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    • 제21권1호
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    • pp.99-108
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    • 2014
  • This study investigated the effects of NPS(non point source) pollution reduction of sediment traps through field experiments. Various sizes of 4 sediment traps were applied in a upland field located in Gunwi and assessed the infiltration and storage effects as well as NPS pollution reduction effects of this technique. The characteristics of deposited soil in the sediment traps were also analyzed including distribution of particle size, soil texture, and chemical properties. The results showed that slightly different composition of soil particle size from each sediment trap with high proportion of 0.15mm and 0.25mm ranges of soil particle diameters, while the loamy sand is the main types of deposited soils in the sediment traps. Decreased NPS pollution were observed from the water quality analysis of the samples taken from the sediment traps. Further research need to be proceeded continuously to improve this technique in order to utilize on upland fields for management of agricultural NPS pollutions.

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Fourier descriptor를 이용한 주문진표준사의 형상특성분석 (Analysis on Particle Shape Characteristics of Jumunjin Sand using Fourier Descriptor)

  • 민덕기;김성곤
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.1182-1189
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    • 2010
  • The mechanical behavior of a granular material is governed by the applying effective stresses and its skeletal structure which is considered to be the packing of particles giving overall density and degree of anisotropic. Factors that affect soil packing are the particle size, size distribution and shape, and the arrangement of grain contact. Soil particle size and shape are the most important factor, but difficult to quantify. In this study, 2D Fourier analysis is applied to quantify the shape of granular particles. Jumunjin sand was used in the experiment and particle images are captured using an optical microscope. The results showed that three lower order Fourier descriptor are closely related with roundness, sphericity of the granular particle. Also statistical approach is used to determine roundness, form factor, elongation ratio, roughness of Jumunjin sand.

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풍화도 변화에 따른 화강풍화토의 파쇄특성 (Particle Crushing Properties of Decomposed Granite Soil due to Changes in the Degree of Weathering)

  • 이강일;윤영구;이재욱
    • 한국지반신소재학회논문집
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    • 제12권1호
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    • pp.1-10
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    • 2013
  • 본 연구는 포천에서 채취된 화강풍화토를 불산용액을 이용하여 인공적으로 풍화를 진행시켜서 풍화도 변화에 따른 화강풍화토의 입자파쇄 특성을 연구하였다. 이를 위해 조성광물 분석을 통한 풍화지수 결정 후, 입도분석, 표준다짐시험 및 변수위 투수시험을 실시하였다. 본 연구결과는 풍화가 진행되면서 전체입경분포에서 입자파쇄가 진행되었으며, 입경 $D_{10}$$D_{50}$에 대한 비표면적을 비교한 결과 입경 $D_{50}$ 이하의 작은 입경분포에서 입자파쇄가 활발하게 진행된 것으로 나타났다. 또한 다짐에 의한 입자파쇄 결과는 최적함수비 부근에서 입자파쇄가 최대치를 보였고 풍화가 진행됨에 따라서 비표면적 증분비가 감소하는 것으로 보아 풍화지수가 높을수록 입자파쇄에 둔감한 것으로 나타났다.

Particle tracking algorithm for the Lagrangian-Eulerian finite element method

  • 석희준
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2004년도 임시총회 및 추계학술발표회
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    • pp.97-100
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    • 2004
  • Multivariate Newton Raphson method is developed to perform the particle tracking in the three dimensional area using four objective functions. In this method, three variables are solved to compute target point and actual and real tracking time. The simulated pathlines in various types of three dimensional elements are well matched with exact pathline.

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장항제련소 주변 비소오염토양의 특성분석에 따른 토양세척 처리효율 평가 (Assessment of Soil Washing Efficiency for Arsenic Contaminated Site Adjacent to Jang Hang Refinery)

  • 문소영;오민아;정준교;최상일;이재영
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제16권1호
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    • pp.71-81
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    • 2011
  • Cause of contamination in the study area nearby Jang Hang Refinery is dust scattering in refinery stack, and soil washing treatment is one of the proper technologies for soil remediation in this area. Site conditions frequently limit the selection of a treatment process. A treatment technology may be eliminated based on the soil classification or physicochemical characteristics of soil. This study was assessed the soil washing efficiency by conducting of soil characteristic analysis in the vicinity of Jang Hang Refinery Stack within a 2 km radius. Also, it was decided about remedial range with comparative analysis of As in soil by Korean Standard Test Method before/after revision, whereupon As concentration in soil showed a increasing tendency after revision. As a result, the soil washing using the size separation of soil was determined through identifying of As species in the soil. In this site, only particle size distribution and water content of soil can provide the initial means of screening for the potential use of soil washing.

Use of water retention curves predicted from particle-size distribution data for simulation of transport of Benzo[a]pyrene in soil

  • 조영아;황상일;장용철;이동수
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2006년도 총회 및 춘계학술발표회
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    • pp.216-219
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    • 2006
  • Water retention curve (WRC), one of soil hydraulic properties, is often approximated by property-transfer models (PTMs). Using the PTMs, we can estimate the WRCs from other physical properties such as particle-size distribution (PSD). The objective of this work was to investigate the performance of two PTMs with different origins for numerical simulations on transport of Benzo[a]pyrene in a soil. To do this, we chose both PTMs with different origins, i.e., (1) the lognormal distribution model (L anti NL models), and (2) the modified $Kov\'{a}cs$ model (MK model). The MK model showed tile worse performance in estimation of the WRCs. When transport of B[a]P was simulated, the MK model predicted to move farther than the L and NL models did, indicating that transport of B[a]P in a soil can be greatly influenced by the choice of PTMs.

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Stabilization of Lateritic Soil with Eggshell Powder

  • Ndagijima, Jacques;Kim, Kanghyun;Kim, Seunghyun;Shin, Jongho
    • 한국지반환경공학회 논문집
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    • 제23권1호
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    • pp.5-13
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    • 2022
  • In tropical regions, lateritic soil is frequently used in road embankment. However, it is one of the sources of road failure owing to its low strength. Generally, cement and lime are used as stabilizers for lateritic soil, but they are not environmentally friendly. Some studies try to use eggshells, for they are food waste and share the same chemical composition as lime. Previous researchs have shown that eggshell powder could enhance the strength of lateritic soil. This research investigated the effect of particle size of the eggshell powder and the effect of the protein-membrane presence in the eggshell on stabilizing capacity of soil. Through laboratory tests, unconfined compressive strength was examined for various particle sizes. The particle size of eggshell powder ranging between 150 ㎛ and 88 ㎛ was appropriate size that made an excellent stabilizer at 3% concentration. On the other hand, the protein-membrane reduced the stabilizing ability of the eggshell powder when the content of eggshell powder is less than 4% in soil. Numerical analysis of road embankment was performed based on the results obtained in the laboratory tests. It is shown that the eggshell powder has improved the stability of the sub-base of the road embankment.

비소성 준설토의 침강-압밀 거동 특성 (Characteristics of Settling and Consolidation Behavior for Non-Plastic Dredged Soils)

  • 박윤균;박병수;정길수;유남재
    • 산업기술연구
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    • 제24권A호
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    • pp.251-261
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    • 2004
  • A series of column test with a silty marine soil mixed with Jumunjin Standard Sand were performed to investigate the characteristics of settling and consolidation of non-plastic dredged soils. Column tests were carried out by using the separable column to measure the grain size distribution of consolidated layer. Column tests were performed with changing the mixing ratio of Jumunjin Standard Sand to the silty marine soil, initial water content of slurry and initial height of slurry. Height of interface of slurry was monitored during tests and grain size distribution tests were carried out after finishing tests. Influencing factors on the particle segregation, eventually to the characteristics of settling and consolidation of non-plastic soil, were analyzed on the thesis of test results. As results of column tests, the mixing ratio of sand to the silty marine soil and the initial water content of slurry were known to affect the characteristics of settling and consolidation resulted in significant particle segregation of slurry. Initial height of slurry was found not to affect seriously to particle segregation.

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