• 제목/요약/키워드: Soil water content model

검색결과 231건 처리시간 0.031초

편마암풍화토와 화강암풍화토의 강우 침투특성 비교 (Comparison of Rainfall Seepage Characteristics of Gneiss and Granite Weathered Soil)

  • 송영석;유용재;김태완;김재홍
    • 한국지반공학회논문집
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    • 제37권6호
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    • pp.21-28
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    • 2021
  • 산사태의 원인들은 강우강도와 강우지속시간 그리고 사면의 함수특성에 따라 좌우된다. 기존의 사면안정해석에서는 사면을 포화토로 가정하여 해석해왔다. 그러나 강우로 인한 적절한 사면의 거동을 설명하기 위해서는 불포화지반으로 구성되어 있는 현장사면을 모사하여 해석해야 한다. 본 연구에서는 국내 주요한 산지를 구성하고 있는 지반인 화강풍화토와 편마암풍화토를 구분하여 비탈면붕괴에대한 실내모형시험과 수치해석을 병행하여 강우침투와 사면의 안정성에 대해서 분석하고자 하였다. 일반적으로 세립분을 많이 포함하고 있는 편마암풍화토의 투수계수는 화강풍화토의 투수계수보다 느리다. 이러한 조건의 특징을 활용하여 두 가지 다른 풍화토의 침투량을 체적함수비 센서를 활용하여 강우로 인한 표층의 침투특성을 실내시험과 수치해석으로 비교하고자 한다.

물리탐사 자료를 이용한 강둑 토양 종단면도 작성 (An attempt at soil profiling on a river embankment using geophysical data)

  • Takahashi, Toru;Yamamoto, Tsuyoshi
    • 지구물리와물리탐사
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    • 제13권1호
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    • pp.102-108
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    • 2010
  • 강둑의 안정성을 평가하기 위해서 강둑의 내부구조를 알아야 한다. 만약 물리탐사 방법이 콘관입시험(cone penetration test; CPT)과 시추(drilling)와 같은 지반공학기법과 함께 이용된다면 강둑의 안정성 평가를 위해 가장 효과적인 방법이 될 수 있다. 맥상체나 하층토는 일반적으로 다양한 범위의 압도를 갖는 물질들로 구성되어 있으므로 강둑에서 물의 침투 및 기계적 안정성을 예측하기 위해서는 토양의 특성 및 층상구조를 정확히 평가해야만 한다. 이 연구에서는 매우 긴 강둑에 대하여 이러한 변수들을 매우 효과적으로 알아내기 위하여 물리탐사 자료를 이용한다. 물리탐사 방법으로 측정된 제방 토양의 S파 속도와 전기비저항을 이용하여 토양을 분류한다. 이러한 분류는 미고결 사질토 모델(unconsolidated sand model)이라 불리는 물리적 토양 모델에 기초한다. 이러한 모델을 이용하여 S파 속도와 전기비저항 종단면도로부터 강둑을 따라 토양 종단면도가 만들어진다. 이러한 토양 종단면도는 강둑 조사에 대해 그 유용성이 이미 검증된 지반공학 검층자료(geotechnical logs)에 의해 검증되어 왔다.

Use of the Quantitatively Transformed Field Soil Structure Description of the US National Pedon Characterization Database to Improve Soil Pedotransfer Function

  • Yoon, Sung-Won;Gimenez, Daniel;Nemes, Attila;Chun, Hyen-Chung;Zhang, Yong-Seon;Sonn, Yeon-Kyu;Kang, Seong-Soo;Kim, Myung-Sook;Kim, Yoo-Hak;Ha, Sang-Keun
    • 한국토양비료학회지
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    • 제44권5호
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    • pp.944-958
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    • 2011
  • Soil hydraulic properties such as hydraulic conductivity or water retention which are costly to measure can be indirectly generated by soil pedotransfer function (PTF) using easily obtainable soil data. The field soil structure description which is routinely recorded could also be used in PTF as an input to reduce the uncertainty. The purposes of this study were to use qualitative morphological soil structure descriptions and soil structural index into PTF and to evaluate their contribution in the prediction of soil hydraulic properties. We transformed categorical morphological descriptions of soil structure into quantitative values using categorical principal component analysis (CATPCA). This approach was tested with a large data set from the US National Pedon Characterization database with the aid of a categorical regression tree analysis. Six different PTFs were used to predict the saturated hydraulic conductivity and those results were averaged to quantify the uncertainty. Quantified morphological description was successively used in multiple linear regression approach to predict the averaged ensemble saturated conductivity. The selected stepwise regression model with only the transformed morphological variables and structural index as predictors predicted the $K_{sat}$ with $r^2$ = 0.48 (p = 0.018), indicating the feasibility of CATPCA approach. In a regression tree analysis, soil structure index and soil texture turned out to be important factors in the prediction of the hydraulic properties. Among structural descriptions size class turned out to be an important grouping parameter in the regression tree. Bulk density, clay content, W33 and structural index explained clusters selected by a two step clustering technique, implying the morphologically described soil structural features are closely related to soil physical as well as hydraulic properties. Although this study provided relatively new method which related soil structure description to soil structure index, the same approach should be tested using a datasets containing the actual measurement of hydraulic properties. More insight on the predictive power of soil structure index to estimate hydraulic properties would be achieved by considering measured the saturated hydraulic conductivity and the soil water retention.

Exploring the Relationship between the Kinetic Energy and Intensity of Rainfall in Sangju, Korea

  • Van, Linh Nguyen;Le, Xuan-Hien;Yeon, Minho;Thi, Tuyet-May Do;Lee, Giha
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2022년도 학술발표회
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    • pp.151-151
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    • 2022
  • The impact of raindrops on the soil surface causes soil detachment, which may be estimated by measuring the kinetic energy (KE) of the raindrops. Since direct measurements of rainfall force on ground surfaces are not generally available, empirical equations are an alternative option to estimate KE from rainfall intensity (I), which has the greatest influence over soil erosion and is easily accessible. Establishing the optimal formulation for the relationship between kinetic energy and rainfall intensity has proven to be difficult. Thus, this research considered thirty-seven rainfall events observed from June 2020 to December 2021 using a laster optical disdrometer erected in Kyungpook National University to examine the characteristics of KE-I relationships. We concentrated our discussion on the formation of two different expressions of the KE, including KE expenditure (KEexp) and KE content (KEcon). The following conclusions were drawn: (1) We employed statistical analysis to demonstrate that the KEexp is more suitable expression for establishing an empirical rule between KE and I than the KEcon. (2) A power-law model was used to find the best correlation between KEexp-I relationship, whereas the best match between KEcon and I were found using an exponential equation.

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모형실험을 통한 시멘트그라우팅 지수기법의 주입특성 (Injection Characteristics of Cement Grouting Waterproof by Model Tests)

  • 천병식;최춘식;하광현
    • 한국지반공학회논문집
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    • 제18권6호
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    • pp.61-72
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    • 2002
  • 본 논문은 지하구조물의 누수에 대한 지수공법으로 이용되는 시멘트그라우팅 지수기법의 주입특성을 파악하고자 모형토조실험을 실시하였다. 모형토조 내의 지반조건은 현장상황을 재현시키기 위하여 대상시료토, 다짐정도, 함수상태를 변화시키고 주입재, 주입비, 주입압력, 주입량, 주입속도 등 주입조건을 다양하게 변화시켰다. 모형실험결과, 주입재의 침투성에 영향을 미치는 주요 요소는 토질의 종류 및 다짐정도임을 알 수 있었다. 따라서 적정 주입효과를 얻기 위해서는 주입시행 전에 배면지반의 상태를 정확히 파악한 후 주입을 하는 것이 필요하며 이와 같이 지하구조물에서의 누수 발생시 배면 지반상태의 파악은 지수기법 선정시 중요한 요소인 것으로 파악할 수 있었다.

Identification of Tetrachloroethylene Sorption Behaviors in Natural Sorbents Via Sorption Models

  • Al Masud, Md Abdullah;Choi, Jiyeon;Shin, Won Sik
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제27권6호
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    • pp.47-57
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    • 2022
  • A number of different methods have been used for modeling the sorption of volatile organic chlorinated compounds such as tetrachloroethylene/perchloroethylene (PCE). In this study, PCE was adsorbed in several natural sorbents, i.e., Pahokee peat, vermicompost, BionSoil®, and natural soil, in the batch experiments. Several sorption models such as linear, Freundlich, solubility-normalized Freundlich model, and Polanyi-Manes model (PMM) were used to analyze sorption isotherms. The relationship between sorption model parameters, organic carbon content (foc), and elemental C/N ratio was studied. The organic carbon normalized partition coefficient values (log Koc = 1.50-3.13) in four different sorbents were less than the logarithm of the octanol-water partition coefficient (log Kow = 3.40) of PCE due to high organic carbon contents. The log Koc decreased linearly with log foc and log C/N ratio, but increased linearly with log O/C, log H/C, and log (N+O)/C ratio. Both log KF,oc or log KF,oc decreased linearly with log foc (R2 = 0.88-0.92) and log C/N ratio (R2 = 0.57-0.76), but increased linearly with log (N+O)/C (R2 = 0.93-0.95). The log qmax,oc decreased linearly as log foc and log C/N increased, whereas it increased with log O/C, log H/C and log (N+O)/C ratios. The log qmax,oc increased linearly with (N+O)/C indicating a strong dependence of qmax,oc on the polarity index. The results showed that PCE sorption behaviors were strongly correlated with the physicochemical properties of soil organic matter (SOM).

지하 수위가 다른 조건에서 콩의 초장과 경태 모델링 (Modeling Growth of Canopy Heights and Stem Diameters in Soybeans at Different Groundwater Level)

  • 최진영;김동현;권순홍;최원식;김종순
    • 한국산업융합학회 논문집
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    • 제20권5호
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    • pp.395-404
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    • 2017
  • Cultivating soybeans in rice paddy field reduces labor costs and increases the yield. Soybeans, however, are highly susceptible to excessive soil water in paddy field. Controlled drainage system can adjust groundwater level (GWL) and control soil moisture content, resulting in improvement soil environments for optimum crop growth. The objective of this study was to fit the soybean growth data (canopy height and stem diameter) using Gompertz model and Logistic model at different GWL and validate those models. The soybean, Daewon cultivar, was grown on the lysimeters controlled GWL (20cm and 40cm). The soil textures were silt loam and sandy loam. The canopy height and stem diameter were measured from the 20th days after seeding until harvest. The Gompertz and Logistic models were fitted with the growth data and each growth rate and maximum growth value was estimated. At the canopy height, the $R_2$ and RMSE were 0.99 and 1.58 in Gompertz model and 0.99 and 1.33 in Logistic model, respectively. The large discrepancy was shown in full maturity stage (R8), where plants have shed substantial amount of leaves. Regardless of soil texture, the maximum growth values at 40cm GWL were greater than the value at 20cm GWL. The growth rates were larger at silt loam. At the stem diameter, the $R_2$ and RMSE were 0.96 and 0.27 in Gompertz model and 0.96 and 0.26 in Logistic model, respectively. Unlike the canopy height, the stem diameter in R8 stage didn't decrease significantly. At both GWLs, the maximum growth values and the growth rates at silt loam were all larger than the values at sandy loam. In conclusion, Gompertz model and Logistic model both well fit the canopy heights and stem diameters of soybeans. These growth models can provide invaluable information for the development of precision water management system.

침투 트렌치로 인한 유출 양상의 실험 연구 (Experimental Study of Runoff Induced by Infiltration Trench)

  • 이상호;조희호;이정민;박재현
    • 한국물환경학회지
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    • 제24권1호
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    • pp.107-117
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    • 2008
  • Infiltration facilities are effective instruments to mitigate flood and can increase base runoff in urban watersheds. In order to analyze effects of infiltration trenches physical model experiments were conducted. The physical model facility consists of two soil tanks, artificial rainfall generators, tensiometers, and piezometers. The experiment was conducted by nine times and each case differed in rainfall intensity, rainfall duration and the type of ground surface. Measured quantities in the experiments are as follows: surface runoff, subsurface runoff, trench pipe runoff, groundwater level, water content, etc. The following resulted from the model experiment: The volume of subsurface runoff at trench watershed was maximum 78.3% compared with rainfall. This value is bigger than that of ordinary rate of subsurface runoff, and shows a groundwater recharge effect of trench. The time of runoff passing through the trench became earlier and the volume of runoff became larger with the increase of inflow into the trench, while trench exfiltration into ground became relatively smaller. The results of this study presented above show that infiltration trenches are effective instruments to increase base runoff during dry periods.

소형 인공강우 장치에 의한 표준사 모형사면의 붕괴 예측 (Failure Predict of Standard Sand Model Slope using Compact Rainfall Simulation)

  • 문효종;김대홍;정지수;이승호
    • 한국방재안전학회논문집
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    • 제8권2호
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    • pp.21-26
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    • 2015
  • 본 연구는 강우 기간 동안에 불포화된 모형사면의 강우 침투로 흙 속에서의 다양한 조건인 간극 수압, 토압, 함수비의 변화에 대하여 조사하였으며 인공강우 장치에 의한 강우 재현으로 지반 내의 상태 변화에 따른 모형사면의 붕괴 예측에 대해서 분석하였다.

새로운 인공오염포의 제작과 그 세척성에 관한 연구 (A Study on the Development of Improved Artificially Soiled Cloth and its Detergency)

  • 정두진;김미형
    • 한국의류학회지
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    • 제13권3호
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    • pp.207-222
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    • 1989
  • New process for the preparation of the artificially soild cloth (ASC) used for detergency evaluation was developed and its detergency was also studied. ASC was prepared by the dipping of cotton cloth in the water in which oily soil, protein (gelatine), carbon black and clay had been dispersed. The clay used for this ASC was red yellowish soil around Mt. Kumjung and was a typical soil in Pusan area. Adhesive status of soil at prepared ASc was examined by an electron microscope, and crystallyzation and color change of used clay were evaluated with the determination of X-ray diffraction and surface reflectance. For the evaluation of detergency by the washing with commercial and model detergents, the behavior of soil removal from this ASC comparing with naturally soiled collar cloth was examined. Those results are summerized as followings; 1) Adhesive ststus of soil at prepared ASc was very similar to that of naturally soiled collar cloth. 2) A crystalline of clay calcined at $800^{\circ}C$ was disappeared in part and color of calcined clay changed into reddish yellow by the decomposition of organic matters. 3) More uniform ASc was prepared with clay calcined at $800^{\circ}C\;that\;200^{\circ}C$ however its detergency prepared from clay calcined at $800^{\circ}C$ was poor 4) A significant relationship between the content of inorganic matter in ASc and K/S value was found, however no significant result between the content of protein contaminated and K/S value was observed. 5) Detergency of prepared ASc had a very similar to that of naturally soiled collar cloh.

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