• 제목/요약/키워드: Sediment infiltration

검색결과 37건 처리시간 0.023초

유사량산정을 위한 Kalman filter를 이용한 탱크모델 (Tank Model using Kalman Filter for Sediment Yield)

  • 이영화
    • 한국환경과학회지
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    • 제16권12호
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    • pp.1319-1324
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    • 2007
  • A tank model in conjunction with Kalman filter is developed for prediction of sediment yield from an upland watershed in Northwestern Mississippi. The state vector of the system model represents the parameters of the tank model. The initial values of the state vector were estimated by trial and error. The sediment yield of each tank is computed by multiplying the total sediment yield by the sediment yield coefficient. The sediment concentration of the first tank is computed from its storage and the sediment concentration distribution(SCD); the sediment concentration of the next lower tank is obtained by its storage and the sediment infiltration of the upper tank; and so on. The sediment yield computed by the tank model using Kalman filter was in good agreement with the observed sediment yield and was more accurate than the sediment yield computed by the tank model.

연안해역에서 파도에 의한 해수 침투이론의 비교와 정량화 (Analysis and Quantification of Seawater Infiltration by Wave Action in Coastal Zone)

  • 정정조;최두형;김태근;강전광정
    • 한국해양환경ㆍ에너지학회지
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    • 제4권4호
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    • pp.3-11
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    • 2001
  • 조간대와 같은 연안지역에서 해수의 토양 이동이 가지는 의미는 육상으로부터 유입되는 오염물질의 토양 이동 및 생물농축, 저서생물들의 생존에 필수적인 플랑크톤, 박테리아, 유기쇄설물, 산소, 영양염, 유기물의 생물공급, 수질 정화량 산정의 중요한 단서가 된다는 점이다. 따라서, 본 연구에서는 폐쇄성 수역과 같이 파도에너지가 비교적 작은 조간대에서 파도에 의한 해수의 침투거동을 해석하고, 파도에너지와 사면 구배의 변화에 따른 해수의 침투량 변화를 파악하고, 그 결과를 바탕으로 실제 조간대에서의 해수 침투량을 개략적으로 산정하는 것을 목적으로 하여, 모의 조간대 실험장치를 이용하여 실험을 수행한 결과, 다음과 같은 결론을 얻을 수 있었다. 폐쇄성 수역과 같은 파도에너지가 작은 조간대에서는 파도에 의해서 해수가 반원형의 형태로 토양중으로 침투하는 semi-circular mechanism은 지금까지 알려지지 않았던 새로운 침투 거동임을 알 수 있었다. 구배 또는 쇄파파고가 높아짐에 따라서 해수의 침투량이 증가하는 것을 알 수 있었다. 또한, 해수는 쇄파파고 보다는 구배의 영향을 크게 받아서 토양중으로 침투한다는 사실을 알 수 있었다. 현장토양을 이용하여 해수의 침투량을 정량화 할 수 있었으며, 본 연구의 결과를 바탕으로 현장 조간대에서의 해수 침투량을 개략적으로 산정 할 수 있었다. 따라서, 본 연구 결과를 바탕으로 오염물질의 토양 이동 및 생물농축, 저서생물들의 먹이공급, 수질 정화량 산정에 관한 연구가 활발히 진행되기를 요망한다.

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조석의 침투류에 의한 패류 유생의 착저 (着底) 효과에 관한 기초적 연구 (Fundamental Study about Bottom-Clinging Rate in Free Floating Larva by Infiltration Flow in Tidal)

  • 백상호;박광재;박영제;전제천;조기채;김이운
    • 한국패류학회지
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    • 제25권2호
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    • pp.97-103
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    • 2009
  • 본 연구에서 바지락 부유 유생은 저질입경이 클수록 착저율(${\Omega}_b$)이 높았으며, 생물적으로도 저질을 선택하고 있다는 것을 확인할 수 있었다. 또 침투류의 발생에 의한 유동장에 있어서는 유속이 10 cm/s, 저질 중앙입경 1.211 mm, 침투 유속 0.3 cm/s일 경우, 3.1-5.1 배의 부유 유생 착저 효과 $\alpha$ (=${\Omega}_b/{\Omega}_{b0}$)가 증가되는 것을 확인하였다. 부유 유생에 있어서 저질입경의 선택성은 생물적인 요인에 의존하고, 유동장에 있어서 착저 촉진 효과는 물리적인 안정 조건에 지배되어 있었다. 그리고 이번 새롭게 도입한 안정 지표(${\lambda}p$)에 의해 통일적으로 평가할 수 있는 것을 확인하였다. 유생의 안정 지표(${\lambda}p$)에 의하면, 유속이 작용했을 경우의 부유 유생은 저질입경에 영향을 받지 않고 거의 일정 값을 가지며, 초기 이동한계유속 및 전면 이동 한계유속에 대응하는 ${\lambda}p$값은 각각 0.14, 1.06 이였고, 새롭게 제안한 안정 지표(${\lambda}p$)의 타당성이 검증되었다. 따라서 본 연구 결과에 의해 어떤 해역의 바지락 부유 유생의 부유 밀도, 저질 입경, 유동 조건이 명확할 때, 바지락 부유 유생의 착저율을 추측할 수 있는 결과를 얻을 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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하천유역의 유사량의 비교연구 (Comparison of Sediment Yield by IUSG and Tank Model in River Basin)

  • 이영화
    • 한국환경과학회지
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    • 제18권1호
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    • pp.1-7
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    • 2009
  • In this study a sediment yield is compared by IUSG, IUSG with Kalman filter, tank model and tank model with Kalman filter separately. The IUSG is the distribution of sediment from an instantaneous burst of rainfall producing one unit of runoff. The IUSG, defined as a product of the sediment concentration distribution (SCD) and the instantaneous unit hydrograph (IUH), is known to depend on the characteristics of the effective rainfall. In the IUSG with Kalman filter, the state vector of the watershed sediment yield system is constituted by the IUSG. The initial values of the state vector are assumed as the average of the IUSG values and the initial sediment yield estimated from the average IUSG. A tank model consisting of three tanks was developed for prediction of sediment yield. The sediment yield of each tank was computed by multiplying the total sediment yield by the sediment yield coefficients; the yield was obtained by the product of the runoff of each tank and the sediment concentration in the tank. A tank model with Kalman filter is developed for prediction of sediment yield. The state vector of the system model represents the parameters of the tank model. The initial values of the state vector were estimated by trial and error.

APPLICATION AND EVALUATION OF THE GLEAMS MODEL TO A CATTLE GRAZING PASTURE FIELD IN NORTH ALABAMA

  • Kang, M. S.;P. prem, P.-Prem;Yoo, K. H.;Im, Sang-Jun
    • Water Engineering Research
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    • 제5권2호
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    • pp.55-68
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    • 2004
  • The GLEAMS (Groundwater Loading Effects of Agricultural Management System, version 3.0) water quality model was used to predict hydrology and water quality and to evaluate the effects of soil types from a cattle-grazed pasture field of Bermuda-Rye grass rotation with poultry litter application as a fertilizer in North Alabama. The model was applied and evaluated by using four years (1999-2002) of field-measured data to compare the simulated results for the 2.71- ha Summerford watershed. $R^2$ values between observed and simulated runoff, sediment yields, TN, and TP were 0.91, 0.86, 0.95, and 0.69, respectively. EI (Efficiency Index) of these parameters were 0.86, 0.67, 0.70, and 0.48, respectively. The statistical parameters indicated that GLEAMS provided a reasonable estimation of the runoff, sediment yield, and nutrient losses at the studied watershed. The soil infiltration rates were compared with the rainfall events. Only high intensity rainfall events generated runoff from the watershed. The measured and predicted infiltration rates were higher during dry soil conditions than wet soil conditions. The ratio of runoff to precipitation was ranging from 2.2% to 8.8% with average of 4.3%. This shows that the project site had high infiltration and evapotranspiration which generated the low runoff. The ratio of runoff to precipitation according to soil types by the GLEAMS model appeared that Sa (Sequatchie fine sandy loam) soil type was higher and Wc (Waynesboro fine sandy loam, severely eroded rolling phase) soil type relatively lower than the weighted average of the soil types in the watershed. The model under-predicted runoff, sediment yields, TN, and TP in Wb (Waynesboro fine sandy loam, eroded undulating phase) and Wc soil types. General tendency of the predicted data was similar for all soil types. The model predicted the highest runoff in Sa soil type by 105% of the weighted average and the lowest runoff in Wc soil type by 87% of the weighted average

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볏짚 피복에 의한 밭 비점원오염 저감효과 분석을 위한 HSPF 모델링 (HSPF Modeling for Identifying Runoff Reduction Effect of Nonpoint Source Pollution by Rice Straw Mulching on Upland Crops)

  • 정충길;박종윤;이형진;최중대;김성준
    • 한국농공학회논문집
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    • 제54권4호
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    • pp.1-8
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    • 2012
  • This study is to assess the reduction of non-point source pollution loads for rice straw surface covering of upland crop cultivation at a watershed scale. For Byulmi-cheon watershed ($1.21km^2$) located in the upstream of Gyeongancheon, the HSPF (Hydrological Simulation Program-Fortran), a physically based distributed hydrological model was applied. Before evaluation, the model was calibrated and validated using 9 rainfall events. The Nash-Sutcliffe model efficiency (NSE) for streamflow was 0.62~0.78 and the NSE for water quality (Sediment, T-N, and T-P) were 0.68, 0.60, and 0.58 respectively. From the field experiment of 16 rainfall events, the rice straw covering reduced surface runoff average 10 % compared to normal surface condition. By handling infiltration parameter (INFILT) in the model, the value of 16.0 mm/hr was found to reduce about 10 % reduction of surface runoff. For this condition, the reduction effect of Sediment, T-N, and T-P loads were 87.2, 28.5, and 85.1 % respectively. The rice straw surface covering was effective for removing surface runoff dependent loads such as Sediment and T-P.

Sediment Erosion and Transport Experiments in Laboratory using Artificial Rainfall Simulator

  • Regmi, Ram Krishna;Jung, Kwansue;Nakagawa, Hajime;Kang, Jaewon;Lee, Giha
    • 한국지반환경공학회 논문집
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    • 제15권4호
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    • pp.13-27
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    • 2014
  • Catchments soil erosion, one of the most serious problems in the mountainous environment of the world, consists of a complex phenomenon involving the detachment of individual soil particles from the soil mass and their transport, storage and overland flow of rainfall, and infiltration. Sediment size distribution during erosion processes appear to depend on many factors such as rainfall characteristics, vegetation cover, hydraulic flow, soil properties and slope. This study involved laboratory flume experiments carried out under simulated rainfall in a 3.0 m long ${\times}$ 0.8 m wide ${\times}$ 0.7 m deep flume, set at $17^{\circ}$ slope. Five experimental cases, consisting of twelve experiments using three different sediments with two different rainfall conditions, are reported. The experiments consisted of detailed observations of particle size distribution of the out-flow sediment. Sediment water mixture out-flow hydrograph and sediment mass out-flow rate over time, moisture profiles at different points within the soil domain, and seepage outflow were also reported. Moisture profiles, seepage outflow, and movement of overland flow were clearly found to be controlled by water retention function and hydraulic function of the soil. The difference of grain size distribution of original soil bed and the out-flow sediment was found to be insignificant in the cases of uniform sediment used experiments. However, in the cases of non-uniform sediment used experiments the outflow sediment was found to be coarser than the original soil domain. The results indicated that the sediment transport mechanism is the combination of particle segregation, suspension/saltation and rolling along the travel distance.

산불피해지에 있어서 강우패턴에 따른 침식토사량의 변화 (Rainfall Pattern Regulating Surface Erosion and Its Effect on Variation in Sediment Yield in Post-wildfire Area)

  • 서정일;전근우;김석우;김민식
    • 한국산림과학회지
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    • 제99권4호
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    • pp.534-545
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    • 2010
  • 산불피해지의 급경사면에 있어서 지표토사의 침식에 영향을 미치는 강우의 형태와 강도를 산불의 피해강도 및 경과년수별로 파악하고, 그에 따른 침식토사량의 변화와 그 원인을 해석하기 위해 2000년도에 발생한 산불피해지 가운데 강원도 삼척시 인근지역을 대상으로 저 중 고강도산불피해를 입은 산림에 각각 3개소씩, 총 9개의 조사구를 선정하여 침식토사량을 측정하였다. 그 결과, 산불피해의 강도가 감소함에 따라, 그리고 산불발생 후의 경과년수가 증가함에 따라 지표토양의 침식에 영향을 미치는 강우형태는 일강우량에서 실효우량으로 변화하였으며, 토양침식에 영향을 미치는 강우강도는 점차 증가하는 것으로 나타났다. 산불이 발생하게 되면 식생에 의한 강우차단이 저감될 뿐만 아니라 토양공극이 감소되어 침투능 역시 저하되며, 이러한 유수의 표면유출에 관여하는 물리적 생태학적 조건은 산불피해의 강도 및 경과년수에 따라 다양화된다. 이러한 현상은 산불피해지의 토양침식에 직접적인 영향을 미쳐 산불피해의 강도가 감소함에 따라, 그리고 산불발생 후의 경과년수가 증가함에 따라 침식토사량은 경감되었으며, 그 증가추세 역시 감소되는 것으로 나타났다. 따라서 산불피해지의 다양한 물리적 생태학적 조건을 고려한 종합적인 복원 및 관리방안의 수립이 절실히 요구된다.

WEPP 모형을 이용한 경사지 토양유실량 추정 (Estimating of Soil Loss from Hillslope Using WEPP Model)

  • 손정호;박승우;강민구
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2001년도 학술발표회 발표논문집
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    • pp.45-50
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    • 2001
  • The purpose of this study was to estimate of soil loss form hillslope using WEPP(Water Erosion Prediction Project) model. WEPP model was developed for predicting soil erosion and deposition, fundamentally based on soil erosion prediction technology. The model for predicting sediment yields from single storms was applied to a tested watershed. Surface runoff is calculated by kinematic wave equation and infiltration is based on the Green and Ampt equation. Governing equations for sediment continuity, detachment, deposition, shear stress in rills, and transport capacity are presented. Tested watershed has an area of 0.6ha, where the runoff and sediment data were collected. The relative error between predicted and measured runoff was $-16.6{\sim}2.2%$, peak runoff was $-15.6{\sim}2.2%$ and soil loss was $-23.9{\sim}356.5%$.

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