• 제목/요약/키워드: Sediment Characteristics

검색결과 1,029건 처리시간 0.024초

저질개선제에 의한 수용액상의 As(III)와 Cr(VI) 흡착 특성 (Adsorption characteristics of As(III) and Cr(VI) from aqueous solution by Sediment Amendment Composite)

  • 신우석;나규리;김영기
    • 한국물환경학회지
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    • 제32권2호
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    • pp.216-221
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    • 2016
  • The adsorption characteristics of mixed heavy metals (Cr(III), As(VI)) in aqueous solution were investigated using a sediment amendment composite. Sediment amendment composite was composed of clean sediment (40%), zeolite (20%), recycled aggregate (10%), steel slag (10%), oyster shell (10%), and cement (10%). The experimental results showed that the adsorption equilibrium was attained after 180 mins. Heavy metal adsorption was characterized using Freundlich and Langmuir equations. The equilibrium adsorption data for the sediment amendment composite better fitted with the Langmuir model than the Freundlich model. The maximum adsorption capacity of Cr(VI) (36.07 mg/g) was higher than As(III) (25.54 mg/g); and the adsorption efficiency of the Cr(VI) and As(III) ions solution decreased with decreasing pH from 2 to 10. The collective results suggested that the sediment amendment composite is a promising material for a reactive cap that controls the release of Cr(VI) and As(III) from contaminated sediments.

복잡한 해안선 구조를 가진 통영 해역에서 조하대 저서생물 군집의 공간특성 비교 (Discussion to Spatial Characteristics on a Sub-tidal Benthic Community Composed to the Complicated Coastal Lines Around Tongyeong, Korea)

  • 윤건탁;정윤환;강래선
    • Ocean and Polar Research
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    • 제32권2호
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    • pp.123-135
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    • 2010
  • Around Tongyeong coasts which located in southern coast of Korea composed to the complex coastal line and scattered by small islands. It also has been distributed to a complicated bathymetric structure by several types of channels. This study carried to analyze the spatial characteristics of macrobenthic community and benthic environmental variance on sub-tidal area based on multivariate statistics tools. Sediment composition varied from muddy sand to mud, and along the channels, it composed to a heterogeneous bottoms mixed by shell fragment, cobbles and mud. Organic contents on the surface sediment varied 1.1-3.9%. Total of 272 species, $33,349\;ind./m^2$ of macrobenthos identified in all of sample area. Polychaetes also prevailed among the specimen. L. longifolia, P. pinnata dominated based on density. Considering on the biomass, echinoderm S. lacunosa, A. tricoides listed. Closer to the coastal area, the density and diversity were higher. Community structure based on cluster analysis was discriminated into three groups. Each group was also characterized by geographical state such as depth, sediment composition. In addition, when applied to the bathymetric data, the channel, which composed to the mixed sediment, made a role of limited factor which characterized to benthic community. Because the specimen around the channel have been affected on the diverse sediment mixture. Most of benthic studies in the southern coast of Korea focused to the condition of benthic organic pollution spatially, because along the coast, it also developed a aquaculture ground and industrial complex. But, as results, most of the area, it turn out the less polluted areas nevertheless similar environment situation. It supposed that benthic community affect to the bottom sediment composition by physical characteristics.

익산 밭경지 특성을 고려한 초생대 유출 및 유사 저감효과 모의 (Simulations of Reduction Effects on Runoff and Sediment for VFS Applications by Considering Uplands Characteristics in Iksan)

  • 이슬기;장정렬;최경숙
    • 한국농공학회논문집
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    • 제56권5호
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    • pp.89-99
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    • 2014
  • The goal of this study was to evaluate sediment reduction effects of VFS (vegetative filter strip) applied for Iksan area in Saemangeum watershed. This study simulated runoff and sediment load from different types of uplands using VFSMOD-W. The general upland characteristics of the study area was investigated to build reasonable scenarios of the simulation. The simulation scenarios were designed by various areas, shapes, and slopes of uplands. Grass mixture was selected as VFS vegetation and the size of VFS was fixed as 10 % of uplands area. Additionally 50mm, 100mm, 150mm of daily rainfall were applied for the runoff and sediment simulation. As results, the calculated runoff and sediment loads were obtained $20.7{\sim}1,030.6m^3$ and 568.4~675,731.4 kg for the range of 0.1~1.0 ha of uplands with 7 % and 15 % slopes. The reduction effects on runoff and sediment were obtained 5~10 % and 21.0~47.7 % respectively from VFS applications. The VFSMOD-W simulations showed that runoff tended to increase as upland area and amount of rainfall increased while sediment increased when slope, length and area of uplands and amount of rainfall increased. These results indicated that rainfall amount and upland size are the critical factors for the generation of runoff and sediment load. In order to support this conclusion, further studies such as, long term monitoring, field experiments, and to calibrate and evaluate the model are necessary.

Flood Risk Management for Weirs: Integrated Application of Artificial Intelligence and RESCON Modelling for Maintaining Reservoir Safety

  • Idrees, Muhammad Bilal;Kim, Dongwook;Lee, Jin-Young;Kim, Tae-Woong
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2020년도 학술발표회
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    • pp.167-167
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    • 2020
  • Annual sediment deposition in reservoirs behind weirs poses flood risk, while its accurate prediction remains a challenge. Sediment management by hydraulic flushing is an effective method to maintain reservoir storage. In this study, an integrated approach to predict sediment inflow and sediment flushing simulation in reservoirs is presented. The annual sediment inflow prediction was carried out with Artificial Neural Networks (ANN) modelling. RESCON model was applied for quantification of sediment flushing feasibility criteria. The integrated approach was applied on Sangju Weir and also on estuary of Nakdong River (NREB). The mean annual sediment inflow predicted at Sangju Weir and NREB was 400,000 ㎥ and 170,000 ㎥, respectively. The sediment characteristics gathered were used to setup RESCON model and sediment balance ratio (SBR) and long term capacity ratio (LTCR) were used as flushing efficiency indicators. For Sangju Weir, the flushing discharge, Qf = 140 ㎥/s with a drawdown of 5 m, and flushing duration, Tf = 10 days was necessary for efficient flushing. At NREB site, the parameters for efficient flushing were Qf = 80 ㎥/s, Tf = 5 days, N = 1, Elf = 2.24 m. The hydraulic flushing was concluded feasible for sediment management at both Sangju Weir and NREB.

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국내 미계측 유역의 유사유출량 예측을 위한 군집별 유사전달율 산정식 도출 및 평가 (Development and Evaluation of Sediment Delivery Ratio Equation using Clustering Methods for Estimation of Sediment Discharge on Ungauged Basins in Korea)

  • 이서로;박상덕;신승숙;김기성;김종건;임경재
    • 한국물환경학회지
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    • 제34권5호
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    • pp.537-547
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    • 2018
  • Sediment discharge by rainfall runoff affects water quality in rivers such as turbid water, eutrophication. In order to solve various problems caused by soil loss, it is important to establish a sediment management plan for watersheds and rivers in advance. However, there is a lack of sediment data available for estimating sediment discharge in ungauged basins.. Thus, reasonable research is very important to evaluate and predict the sediment discharge quantitatively. In this study, cluster analysis was conducted to classify gauged watersheds into hydrologically homogeneous groups based on the watershed characteristics. Also, this study suggests a method to efficiently predict the sediment discharge for ungauged basins by developing and evaluating the SDR equations based on the PA-SDR module. As the result, the SDR equations for the classified watersheds were derived to predict the most reasonable sediment discharge of ungauged basins with 0.24 % ~ 10.89 % errors. It was found that the optimal parameters for the gauged basins reflect well characteristic of sediment movement. SDR equations proposed in this study will be available for estimating sediment discharge on ungauged basins. Also it is possible to utilize establishing the appropriate sediment management plan for integrated management of watershed and river in Korea.

퇴적토 배출을 수반한 연직수문의 수리특성에 관한 실험적 연구 (An Experimental Study for the Hydraulic Characteristics of Vertical lift Gates with Sediment Transport)

  • 최승제;이지행;최흥식
    • Ecology and Resilient Infrastructure
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    • 제5권4호
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    • pp.246-256
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    • 2018
  • 하단배출 형태의 연직수문에서의 퇴적토사 이동을 수반한 유량계수, 수력도약 높이, 수력도약 길이의 수리특성을 분석하기 위해 수리 모형실험과 차원해석을 수행하였다. Froude 수와 수리특성의 상관관계를 퇴적토 이동 유무에 따라 도식화하고, 무차원 매개변수와 수리특성의 상관성을 분석하고 다중회귀분석식을 개발하였다. 퇴사의 이동을 수반한 수리특성은 퇴적토의 이동이 없을 경우와는 다른 양상을 확인하여 퇴적토 이동을 특성을 나타낼 수 있는 변수의 도입이 필요함을 확인하였다. 유량계수, 수력도약 높이와 수력도약 길이에 대한 각 다중회귀분석식의 결정계수는 유량계수 0.749, 수력도약 높이 0.896, 수력도약 길이 0.955로 높게 나타났다. 개발한 수리특성식의 적용성을 평가하기 위해 실제 측정값과 회귀분석식에 의해 계산된 값의 95%의 예측구간 분석을 수행하였고, 유량계수, 수력도약 높이와 길이에 대한 예측의 정확도 분석차원의 NSE (Nash-Sutcliffe Efficiency), RMSE (root mean square)와 MAPE (mean absolute percentage error)는 적절한 것으로 판단되었다.

정체성 수역 퇴적물 재활용을 위한 고형화 평가 (The Evaluation on Solidification of Dredged Sediment for Recycle from Stagnant Water Area)

  • 김상현;안태웅;최이송;오종민
    • 환경영향평가
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    • 제21권1호
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    • pp.63-69
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    • 2012
  • Sediment has been increasingly acknowledged as a carrier in water system and an available contamination. For this reason, dredging of sediment in reservoir to remediate water quality and secure storage capacity is conducted annually. However, disposal of numerous dredged sediment is necessary as a secondary problem. Currently, in Korea, dredged sediment is classified as waste to be reclamated or recycled into sandy soil, however, they are still in trouble because of spacial and environmental problem. Therefore, rather than simple disposal or reuse into sandy soil, it is necessary to research on method to manage main cause of pollution and increase the value as a resource. In this study, we intend to develop a recycle technology for numerous dredged sediment produced by dredging in deteriorated reservoirs using solidificator (stabilizer). To achieve this, we will consider utilization of dredged sediment and evaluation of use possibility as natural recycle by analysis the characteristics of soil-solidificator mixture in terms of physicochemical properties and the mixing ratio between sediment and solidificator.

국내 지방하천의 유사량과 하상변동 특성에 관한 연구 (A Study of Sediment Discharge and Bed Change Characteristics of the Local Rivers in Korea)

  • 손호근;이정식;신사철;문창건
    • 한국지반환경공학회 논문집
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    • 제15권6호
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    • pp.31-39
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    • 2014
  • 본 연구는 하천 계획수립 및 활용을 위하여 국내 하천을 대상으로 적합한 유사량 추정공식과 장 단기 하상변동을 정량적으로 제시한다. 산지 및 도시하천을 대상으로 유사특성을 분석하고, 총유사량 과 장 단기 하상변동을 검토하기 위하여 기존의 유사량 추정공식과 HEC-RAS 4.1 모형 및 CCHE2D 모형을 적용하였다. 본 연구의 수행으로 인해 얻어진 결과를 요약하면 다음과 같다. 첫째, 수정 Einstein 공식을 적용하여 추정한 총유사량이 해당 하천에 가장 적합한 것으로 판단되었다. 둘째, 대상하천의 중 장기적인 하도관리를 위하여 수위-유량 관계곡선, 부유사량-유량 관계곡선과 총유사량-유량 관계곡선을 제시하였다. 셋째, 단기하상 변동 분석에서는 산지하천이 도시하천보다 하상변동이 크게 발생하였으며, 장기하상 분석에서 도시하천은 현재 안정하상에 도달한 것으로 나타났다.

밀도프루드수에 의한 하수관로 침전물 이송 특성 분석 (Analysis of characteristics of sediment transport in sewers by densimetric Froude number)

  • 박규홍;이태훈;유순유;강병준;현기림
    • 상하수도학회지
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    • 제34권1호
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    • pp.45-52
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    • 2020
  • Even though sewers have been conventionally designed to prevent from sediment deposition using a specified minimum velocity or shear stress at a particular depth of flow or with a particular frequency of occurrence, it was appreciated that these methods do not consider the characteristics and concentration of the sediment and the specific hydraulic conditions of the sewer with sediment. In this study, a densimetric Froude number formula was suggested considering particle diameter and volumetric concentration of the sediment as well as flow depth and flowrate, based on several domestic field inspections, which was compared with other formulas proposed by previous investigators. When the sediment concentration was not considered, the calibration coefficient of 0.125-1.5 to the densimetric Froude numbers of this study was needed to obtain the similar ones with previous investigators'. For the densimetric Froude number formula obtained with consideration of sediment concentration, the exponent value of term Cv was almost the same as that of previous results and that of d50/Rh was similar for Fr < 2.2.

퇴적물 재부유에 따른 유기물과 중금속 용출 및 용존산소량 변화 특성에 대한 연구 (A Study on the Releasing Characteristics of Organic Matter and Heavy Metals and Changes of Dissolved Oxygen Concentration during Sediment Resuspension)

  • 강선경;이한샘;임병란;이동석;신현상
    • 한국물환경학회지
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    • 제37권1호
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    • pp.1-9
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    • 2021
  • The depletion of dissolved oxygen (DO) in urban streams has a profound effect on the aquatic ecosystem; however, the change in DO by resuspension of sediments and the cause have not been sufficiently investigated. In this study, the physicochemical properties (particle size, and the content of organic and heavy metals) of the sediments of an urban stream (Anyang Stream) and the characteristics of water quality changes (DO, dissolved organic carbon (DOC), dissolved nitrogen (DN), sediment oxygen demand (SOD), and adenosine triphosphate (ATP)) by sediment resuspension were investigated. The sediment content of fine particles (< 0.2 mm) increased from 36.7% to 52.7% from the upstream to the downstream, and the contents of heavy metals and organic matter of the sediment were also higher towards the downstream. The depletion of DO by resuspension was observed in the sediment at the downstream sites (P8, P9), where the fine particle content was high, and biological SOD (BSOD) was more than 88% compared to the total SOD. The increase in BSOD coincided with the increase in ATP. It was also confirmed that the depletion of DO could increase the amount of heavy metals (such as Fe, Mn, and Pb) released from the sediment. Based on the above results, it can be concluded that resuspension of sediments induces rapid water quality changes and may cause accidents, such as fish mortality, during rainfall, and such a water quality effect can be more pronounced in sediments with a high content of fine particles and organic matter and high biological activity.