• 제목/요약/키워드: Soil Model

검색결과 4,452건 처리시간 0.033초

산악지역 내 LNAPL 오염의 개념모델 정립을 위한 사례연구

  • 강우재;공준;전진오;이상봉;황종식;배우근
    • 한국지하수토양환경학회:학술대회논문집
    • /
    • 한국지하수토양환경학회 2001년도 총회 및 춘계학술발표회
    • /
    • pp.85-88
    • /
    • 2001
  • Since mountainous area has access restrictions for field work, assessors need to establish a conceptual model of the contamination prior to the field investigation. In this study we established a conceptual model of the contamination based on site inspection and geological survey, followed by the field investigation for the petroleum spill site. In the conceptual model, we estimated that tile contamination should have spread by groundwater and topographical characteristics within the top soil layer. The spread of contamination through rock was not considered in the conceptual model due to impermeable characteristics of metasyenite. The contaminated environmental media of the petroleum spill site include soil and groundwater. According to the analysis result of the contamination, the volume of contaminated soil is estimated approximately 4, 150 cubic meters (7, 055 ton) with most contaminants existing along the groundwater flow within top soil layer.

  • PDF

토양의 산/염기 완충능의 모델링 (Modeling of Acid/Base Buffer Capacity of soils)

  • 김건하
    • 한국토양환경학회지
    • /
    • 제3권3호
    • /
    • pp.3-10
    • /
    • 1998
  • 토양의 산/염기 완충능은 토양-오염물질-공극수로 이루어진 시스템의 pH에 직접적인 영향을 미치므로 오염물질의 토양내 거동예측시에 많은 영향을 미치는 매우 중요한 토양의 성질이다. 본 연구는 이중확산층이론과 two layer electrostatic 흡착모델을 응용하여 토양의 산/염기 완충능의 이론모델을 유도하고 이 모델의 적용절차를 제시하였다. 산-염기 적정실험을 통하여 두 종류의 카올리나이트의 완충능을 실측하고 이를 본 연구에서 개발된 모델의 예측치와 비교하였다.

  • PDF

Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil

  • Niroumand, Hamed;Kassim, Khairul Anuar
    • Geomechanics and Engineering
    • /
    • 제6권4호
    • /
    • pp.341-358
    • /
    • 2014
  • Uplift response of rectangular anchor plates has been investigated in physical model tests and numerical simulation using Plaxis. The behavior of rectangular plates during uplift test was studied by experimental data and finite element analyses in cohesionless soil. Validation of the analysis model was also carried out with 200 mm and 300 mm diameter of rectangular plates in sand. Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 200 mm and 300 mm computed maximum displacements were excellent for rectangular anchor plates. Numerical analysis using rectangular anchor plates was conducted based on hardening soil model (HSM). The research has showed that the finite element results gives higher than the experimental findings in dense and loose packing of cohesionless soil.

적외선 조사된 토양에 대한 열전달 모델 (Heat Transfer Model for Soil Irradiated by Infrared)

  • 강화석;이귀현;강위수;오재헌
    • Journal of Biosystems Engineering
    • /
    • 제21권4호
    • /
    • pp.449-455
    • /
    • 1996
  • The temperature distributions at various soil depths were predicted by heat transfer model during and after infrared irradiation on sand loam or loam soil. At each soil depth, predicted and measured temperature distributions were compared with using the mean relative percentage deviation and standard error. The mean relative percentage deviation was less than 10% between predicted and measured temperature distributions at each soil depth. Thus, it was concluded that the temperature distribution at each soil depth could be predicted satisfactorily by heat transfer model. Also, it is expected that these predicted temperature distributions can be used as basic information for determining the working speed of weeder and the size when the real weeder is constructed.

  • PDF

Modeling of Sequential Dissipation of TNT in Phytoremediation

  • 성기준;장윤영;이인숙;배범한
    • 한국지하수토양환경학회:학술대회논문집
    • /
    • 한국지하수토양환경학회 2003년도 추계학술발표회
    • /
    • pp.314-317
    • /
    • 2003
  • Plants may enhance the remediation of munitions at contaminated soils using various natural processes. A computer model can be used as a valuable tool for assisting phytoremediation by predicting the transport and fate of target contaminants at remediation sites. For this research, modeling of phytoremediation and bioremediation of soil contaminated with 2, 4, 6-trinitrotoluene (TNT) was studied. Indian mallow (Abutilion avicennae) was grown in columns packed with 126mg TNT/kg contaminated soils for 50 days and a simulation model was developed to simulate the transport and fate of TNT and its breakdown products interacting with plant roots in a partially saturated soil. The column test showed the substantially enhanced reduction of TNT and greater soil microbial activity in Indian mallow planted soil compared to unplanted soil. The model successfully simulated the fate of TNT and by-products in phytoremediation. The results suggested that plants could provide favorable environments for reduction of TNT.

  • PDF

Van Genuchten 모델을 활용한 간척지의 토양수분변화 분석 (Analysis of Soil Moisture Changes in Reclaimed Tideland Using Van Genuchten Model)

  • 고대희;손재권;이기성;김정균;송재도;박영준
    • 한국농공학회논문집
    • /
    • 제62권4호
    • /
    • pp.53-61
    • /
    • 2020
  • The laboratory model test was conducted by dividing domestic reclaimed tideland into Sandy Loam (SL) and Silt Clay Loam (SiCL) to estimate soil moisture change and water supply according to soil characteristic when establishing irrigation plan for reclaimed tideland upland crop. In addition, the applicability of each scenario was verified using Van Genuchten model, which is the most widely used mathematical model for analyzing soil moisture characteristics of reclaimed tideland uplands crops. The required water supply according to the target soil moisture tension by reclaimed tideland is as follow. In the case of SL, soil depths of 0~10 cm, 10~20 cm were analyzed as 19 mm, 35 mm to reach the field capacity, and SiCL, 33 mm, 63 mm. The required water supply of SiCL was higher than that of SL. The study compared the simulation results from the scenarios of Van Genuchen model and the measured results from the laboratory model test based on according to the reclaimed tidelands. In the case of parameter, θs, θr, α, η were analyzed 0.55, 0.18, 0.064, 1.74 in SL and 0.46, 0.22, 0.105, 1.92 in SiCL. In terms of soil characteristics, SL with better water permeability was found to have higher applicability than SiCL. By Soil depth, applicability was found in 0~10 cm directly affected by water supply.

섬유혼합토의 전단파괴 해석 (Anlaysis on the Shear Failure of Fiber Mixed Soil)

  • 박영곤;장병욱
    • 한국농공학회:학술대회논문집
    • /
    • 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
    • /
    • pp.562-568
    • /
    • 1999
  • The model using homogenization technique based on energy concept for the prediction of the failure criterion of staple fiber mixed soil was developed to increase the practice and the application of staple fiber as a reinforcement for improving soft ground and agrictural structures. Parameters of the model are aspect ration and volumetric ocntnet of fiber, cohesion and internal friction angle of soil, adhesiion intercept of soil and fiber. It is judged that the model developed in this study is applicable to the soil composed of clay, silt and sand mixed by linear types of fiber such as steel bar, steel fiber , natural fiber etc..

  • PDF

섬유혼합토의 전단파괴 해석 (Analysis on the Shear Failure of Fiber Mixed Soil)

  • 박영곤
    • 한국농공학회지
    • /
    • 제42권2호
    • /
    • pp.86-92
    • /
    • 2000
  • The model using homogenization technique based on energy concept for the prediction of the failure criterion of staple fiber mixed soil was developed to increase the practice and the application of staple fiber as a reinforcement for improving soft ground. Parameters of the model are aspect ratio and volumetric content of fiber, cohesion and internal friction angle of soil, adhesion intercept and interface friction angle of soil and fiber. It is considered that the model developed in this study is applicable to the soil composed of clay, silt and sand mixed by thread types of fiber such as steel bar, steel fiber, natural fiber etc.

  • PDF

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
    • /
    • 제43권6호
    • /
    • pp.823-827
    • /
    • 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.

Cumulant 급수이론을 이용한 추계학적 토양 물수지 방정식의 확률 해 (Probabilistic Solution to Stochastic Soil Water Balance Equation using Cumulant Expansion Theory)

  • 한수희;김상단
    • 한국물환경학회지
    • /
    • 제25권1호
    • /
    • pp.112-119
    • /
    • 2009
  • Based on the study of soil water dynamics, this study is to suggest an advanced stochastic soil water model for future study for drought application. One distinguishable remark of this study is the derivation of soil water dynamic controling equation for 3-stage loss functions in order to understand the temporal behaviour of soil water with reaction to the precipitation. In terms of modeling, a model with rather simpler structure can be applied to regenerate the key characteristics of soil water behavior, and especially the probabilistic solution of the derived soil water dynamic equation can be helpful to provide better and clearer understanding of soil water behavior. Moreover, this study will be the future cornerstone of applying to more realistic phenomenon such as drought management.