• 제목/요약/키워드: Sediment processes

검색결과 258건 처리시간 0.025초

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.

FLOW-VEGETATION-SEDIMENT INTERACTION

  • Dittrich Andreas;Jarvela Juha
    • Water Engineering Research
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    • 제6권3호
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    • pp.123-130
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    • 2005
  • A good understanding of the interaction between flow, vegetation, and sediment is required for successful river restoration and sustainable flood management. The purpose of this paper is to provide a summary of available methods to determine flow resistance of natural rivers with vegetation, and discuss the influence of vegetation on erosion and sedimentation processes. Recently, significant advances have been made, but the effects of vegetation on flow and sediment dynamics are still not fully understood. Possible solutions to close the gaps in the current knowledge are suggested, with special focus directed to the determination of the interactive width between main channel and vegetated floodplains, the flow resistance of flexible vegetation with and without leaves, and the flow over submerged vegetation with low water depth.

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전단류에 의한 퇴적물 부상 (SEDIMENT ENTRAINMENT DUE TO SHEAR FLOW)

  • 강시환
    • 한국해양학회지
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    • 제18권1호
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    • pp.21-28
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    • 1983
  • 堆積物 流動의 再現과 豫測을 위한 數値模型의 開發에는 堆積物의 浮上機作 과 沈澱過程의 究明이 先決要件이 된다. 따라서 이의 究明을 爲한 一蓮 의 水理實驗이 企圖하였다. 硏究結果, 堆積物의 浮上은 전단응력과 퇴적물에 함유된 수분량 및 堆積物의 구성종류에 따라 좌우되고 있음이 밝혀 졌으며, 침전은 퇴적물의 농도와 점토광물질의 함유량에 따라 크게 변하고 있음이 밝혀 졌다.

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NUMERICAL MODELLING OF SEDIMENT TRANSPORT IN CONNECTION WITH ARTIFICIAL GRAIN FEEDING ACTIVITIES IN THE RIVER RHINE

  • Duc Bui Minh;Wenka Thomas
    • Water Engineering Research
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    • 제6권1호
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    • pp.17-30
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    • 2005
  • The bed evolution of the stretch of the River Rhine between km-812.5 and km-821.5 is characterised by general bed degradation as a result of the river training works and dredging activities of the last two centuries. The degradation of the river bed affects the water levels, and so the navigation conditions. To combat the erosion of the river bed with the aim to keep up the shipping traffic and to avoid the ecological system damages due to water level reductions, sand-gravel-mixtures were added to the river (so called artificial grain feeding activities). This paper presents the results of an application of a graded sediment transport model in order to study morpholodynamical characteristics due to artificial grain feeding activities in the river stretch. The finite element code TELEMAC2D was used for flow calculation by solving the 2D shallow water equation on non-structured grids. The sediment transport module SISYPHE has been developed for graded sediment transport using a multiple layer model. The needs to apply such graded sediment transport approaches to study morphological processes in the domain are discussed. The calculations have been carried out for the case of middle water flow and different size-fraction distributions. The results show that the grain feeding process could be well simulated by the model.

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SWAT을 이용한 최상류 소유역 토양침식 평가: 안성 월동저수지 유역을 대상으로 (Evaluation of Soil Erosion in Small Mountainous Watersheds Using SWAT Model: A Case Study of the Woldong Catchment, Anseong)

  • 임영신;변종민;김진관
    • 한국지형학회지
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    • 제28권1호
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    • pp.13-33
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    • 2021
  • Successful sediment management at the watershed scale requires an understanding of the erosion, transport and sedimentation processes at the specific site scale. However, studies on the sediment runoff characteristics in a small uppermost watershed, which serves as a sediment supply function, are very rare. Therefore, this study attempted to investigate the fluctuations in major sediment supply areas and sediment runoff in the uppermost mountain small watershed, and for this purpose, ArcSWAT (Soil and Water Assessment Tools with GIS interface) was applied to the Woldong reservoir catchment located in Gosam-myeon, Anseong-si, Gyeonggi-do. The model results were manually calibrated using the monitoring data of the Woldong reservoir sedimentation rate from 2005 to 2007. It was estimated that annual average of 34.4 tons/year of sediment was discharged from the Woldong reservoir basin. This estimate almost coincided with the monitoring data of the Woldong reservoir during the low flow period but tended to be somewhat underestimated during the high flow period. Although the SWAT model does not fully reflect the erosion process of gully and in-channel, this underestimation is probably due to the spatial connectivity of sediment transport and the storage and reactivation of the sediment being transported. Most of the forested hillslopes with a well-developed organic horizon were evaluated as having a low risk of erosion, while the places with the highest risk of erosion were predicted to be distributed in the logged area with some weeds or shrubs (classified as pasture) with relatively steeper slopes, and in the bare land. The results of this study are expected to be useful in developing strategies for sediment control and reservoir management.

퇴적물 입자의 점하중강도지수와 마식율의 관계에 대한 연구 (A Study on Relationship between Point Load Strength Index and Abrasion Rate of Sediment Particle)

  • 김종연
    • 대한지리학회지
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    • 제43권6호
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    • pp.808-823
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    • 2008
  • 하천 퇴적물질의 마식은 하상과의 충돌과 퇴적물질 입자간의 충돌에 의하여 발생한다. 하천 퇴적물질의 물리적 강도는 마식에 대한 저항의 정도를 나타내는 것으로 정의할 수 있으나, 이에 대한 실증적인 연구는 큰 진전을 보이지 못해왔다. 본 연구에서는 퇴적물질의 마식에 영향을 미치는 요소들(퇴적물질의 물리적강도, 퇴적물질의 크기, 퇴적물질의 양등)의 관계를 파악하기 위해서 마식기를 이용한 물리적 실험을 실시하였으며, 특히 퇴적물질의 물리적 강도가 마식율에 미치는 영향을 분석하는데 강조점을 두고 있다. 이 실험에서는 266개의 퇴적물을 이용했으며, 퇴적물질의 양과 퇴적물질의 평균 무게에 따라 11개의 소집단으로 나눠 실험하였다. 각 실험은 1시간 단위로 이루어 졌으며 퇴적물질은 최장 8시간 동안 마식되었다. 마식율은 각 실험단계마다 퇴적물질 입자 무게의 변동으로 측정하였으며, 총 2,128번의 측정이 이루어졌다. 퇴적물질의 물리적 강도는 시험이 종료한 뒤에 파괴하중을 측정하여 계산한 점 하중강도지수를 통해 측정하였다. 퇴적물질의 점하중강도지수는 마식율과 음의 상관이 있는 것으로 나타났으나, 두 변수들 간의 회귀식의 설명율($R^2$)은 0.22로 나타났다. 퇴적물질의 전반적인 마식은 실험 초기에는 빠르게 진행되지만, 풍화각이 제거된 뒤에는 마식율이 급감하는 경향을 보여주고 있다. 풍화각을 제거하는 초기 단계에는 퇴적물질의 물리적 강도와 마식율의 관계가 미약하지만 이후로 점점 설명율이 상승한다. 이 실험 결과에 의하면 퇴적물질의 물리적 강도는 마식율의 결정적인 설명변수가 아닐 수 있으며, 물리적 속성 이외에도 퇴적물질의 운반조건 등이 마식율에 큰 영향을 주는 것으로 판단된다.

새만금간척 퇴적과정에 관한 연구(II) -새만금간척 시행 후를 중심으로- (A Study of Sedimentation Processes of Saemangeum Reclamation(II) - A Study of Sedimentation Processes after Saemangeum Reclamation -)

  • 신문섭
    • 한국농공학회지
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    • 제44권5호
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    • pp.33-40
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    • 2002
  • The purpose of this study is to find the variation of sedimentation patterns after Saemangeum reclamation. Residual flow after Saemangeum reclamation was calculated prognostically from the observed water temperature and salinity data in May 1992 by the Marine Development Institute of Gunsan National University and wind data which were obtained from spring 1969 through winter 1977 by the Kunsan Meteorological Observatory. Three dimensional movements of injected particles due to currents, turbulence and sinking velocity are tracked by the Euler-Lagrange method. When suspended sediments with the size of soil grain of 30 ㎛ are injected in the Sinsi drainage sluice, their dispersion range of sediment is around Gogunsan islands. When suspended sediments with the size of soil grain of 200 ㎛ are injected in the Garyeok drainage sluice, their dispersion range of sediment was around the Garyeok drainage sluice and Byeonsan coastal area.

Estimation of Coastal Suspended Sediment Concentration using Satellite Data and Oceanic In-Situ Measurements

  • Lee, Min-Sun;Park, Kyung-Ae;Chung, Jong-Yul;Ahn, Yu-Hwan;Moon, Jeong-Eun
    • 대한원격탐사학회지
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    • 제27권6호
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    • pp.677-692
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    • 2011
  • Suspended sediment is an important oceanic variable for monitoring changes in coastal environment related to physical and biogeochemical processes. In order to estimate suspended sediment concentration (SSC) from satellite data, we derived SSC coefficients by fitting satellite remote sensing reflectances to in-situ suspended sediment measurements. To collect in-situ suspended sediment, we conducted ship cruises at 16 different locations three times for the periods of Sep.-November 2009 and Jul. 2010 at the passing time of Landsat $ETM_+$. Satellite data and in-situ data measured by spectroradiometers were converted to remote sensing reflectances ($R_{rs}$). Statistical approaches proved that the exponential formula using a single band of $R_{rs}$(565) was the most appropriate equation for the estimation of SSC in this study. Satellite suspended sediment using the newly-derived coefficients showed a good agreement with insitu suspended sediment with an Root Mean Square (RMS) error of 1-3 g/$m^3$. Satellite-observed SSCs tended to be overestimated at shallow depths due to bottom reflection presumably. This implies that the satellite-based SSCs should be carefully understood at the shallow coastal regions. Nevertheless, the satellite-derived SSCs based on the derived SSC coefficients, for the most cases, reasonably coincided with the pattern of in-situ suspended sediment measurements in the study region.

HRSM4BMP 모형 유출/유사 자동 보정 툴 개발 (Development of Runoff and Sediment Auto-calibration Tool for HRSM4BMP Model)

  • 금동혁;류지철;최재완;강현우;장춘화;신동석;이재관;임경재
    • 한국물환경학회지
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    • 제29권1호
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    • pp.29-35
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    • 2013
  • Recently, various Best Management Practices (BMPs) have been applied at a field to reduce soil erosion. Hourly Runoff and Sediment Model for Best Management Practices (HRSM4BMP) model could be used to evaluate soil erosion reduction for various agricultural BMPs at fields. Runoff and sediment yield from source areas have to be predicted with greater accuracies to evaluate sediment reduction efficiently with BMPs. To achieve this, the best parameters related with runoff and sediment modules of the HRSM4BMP model should be identified with proper calibration processes. Although manual calibration is often utilized in calibrating runoff and sediment using the HRSM4BMP, objective calibration method would be recommended. The purpose of the study was to develop an automatic calibration tool of the HRSM4BMP model with PARASOL method. This automatic calibration tool was applied to Bangdongri, Chuncheon-si to evaluate its calibration performance. The $R^2$, NSE and RMSE value for runoff estimation were 0.92, 0.92, $0.3m^3$, and for sediment yield estimation were 0.94, 0.94, 0.0027 kg. As shown in this result, automatic calibration tool of HRSM4BMP model would be used to determine the best parameters and can be used to simulate runoff and sediment yield with acceptable accuracies.

Tank 모형을 이용한 동해안 오십천 하구의 유사량 평가에 관한 연구 (A Study on Estimate of Sediment Yield Using Tank Model in Oship River Mouth of East Coast)

  • 강상혁;옥용식;김상률;지정환
    • 한국환경농학회지
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    • 제30권3호
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    • pp.268-274
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    • 2011
  • 본 연구에서는 유량 및 유사량 자료가 부족한 미계측 유역에 대해 Tank모형을 확장하여 궁극적으로 유사량을 평가하는 방법을 제시하였다. 적용 유역은 동해안 타 유역에 비해 유량자료가 확보되어 있는 오십천을 대상으로 집중호우기의 토사유출 특징과 하천의 토사유달률을 구하였다. 본 연구의 주요 결과는 다음과 같다. 1) 실측에 의한 유사량의 산정에 있어서는 먼저 유사량 관계식(sediment rating curve)의 개발이 선행되어야 한다. 본 연구에서는 유량 산정지점에 대해 유량과 병행하여 유사량 관계식을 다음과 같이 구하였다. 오십천 유량-유사량 관계식 : $Q_s=6.017Q^{1.374}$ 2) Tank모형을 적용하여 2006년 강우유출량을 산정한 결과 관측값과 유사한 값($RMSE=1.26m^3/day$)을 얻을 수 있었다. 3) 대상지역의 2006년과 2009년의 연평균 토사전달율 을 비교한 결과 태풍에 따른 집중강우가 있었던 2006년의 토사전달율이 평년의 2009년에 비해 현저하게 높았는데 이는 급격한 강우유출량의 증가에 따른 것이라 보인다. 4) 개량된 Tank모형에 의한 유량 및 토사유출량은 기존의 SRC방법과 비교했을 경우 유사한 경향을 보였으며 이는 향후 유량과 유사량 자료가 부족한 유역에 대해 효과적으로 적용할 수 있을 것으로 본다.