• 제목/요약/키워드: River Sediment

검색결과 808건 처리시간 0.028초

호소 퇴적물의 유기물 분포 (Distribution of the Organic Contents in Reservoir Sediment)

  • 황종연;한의정;유순주;윤영삼;천세억;김태근
    • 환경영향평가
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    • 제8권2호
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    • pp.95-107
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    • 1999
  • The organic contents of reservoir sediment can offer a good indicator to events in history of lake life. Reservoir sediment have many information of the past and future fingerprint about development direction of life cycle in biological animals. So, in this study we made an effort to know the distribution of organic contents in Daecheong reservoir sediment. Items for this investigations are such as follows: Loss on ignition, COD, Organic carbon, TN, TP, heavy metal contents, Loss on ignitions were determined in 6.44~15.91% and COD were determined in 1.606~6.859%, organic carbon in 1,077~3.743%. Contents of TP and TN were in the range of 0.083~0.757%, and 0.645~0.926%, respectively.

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Recent Advances in Sedimentation and River Mechanics

  • Pierre Julien
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2002년도 학술발표회 논문집(I)
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    • pp.3-16
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    • 2002
  • This article describes some of the recent and on-going research developments of the author at Colorado State University. Advances in the field of sedimentation and river mechanics include basic research and computer modeling on several topics. Only a few selected topics are considered here: (1) analytical determination of velocity profiles, shear stress and sediment concentration profiles in smooth open channels; (2) experiments on bedload particle velocity in smooth and rough channels; (3) field measurements of sediment transport by size fractions in curved flumes. In terms of computer modeling, significant advances have been achieved in: (1) flashflood simulation with raster-based GIOS and radar precipitation data; and (2) physically-based computer modeling of sediment transport at the watershed scale with CASC2D-SED. Field applications, measurements and analysis of hydraulic geometry and sediment transport has been applied to: (1) gravel-bed transport measurements in a cobble-bed stream at Little Granite Creek, Wyoming; (2) sand and gravel transport by size fraction in the sharp meander bends of Fall River, Colorado; (3) changes in sand dune geometry and resistance to flow during major floods of the Rhine River in the Netherlands; (4) changes in hydraulic geometry of the Rio Grande downstream of Cochiti Dam, New Mexico; and (5) analysis of the influence of water temperature and the Coriolis force on flow velocity and sediment transport of the Lower Mississippi River in Louisiana. Recent developments also include two textbooks on "Erosion and Sedimentation" and "River Mechanics" by the author and state-of-the-art papers in the ASCE Journal of Hydraulic Engineering.

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금강권역의 호소 및 하천 퇴적물 특성 비교 (Comparison of the Characteristics of Reservoir and Stream Sediments in Kum River basin)

  • 황종연;한의정;김태근;유순주;윤영삼;정용순
    • 환경영향평가
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    • 제7권2호
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    • pp.135-143
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    • 1998
  • In order to study the general characteristics of reservoir and stream sediments, various analysis tests were conducted. Water contents and ignition loss were measured to know the primary sediment characteristics. The COD, total phosphorus and nitrogen were contained for the determination of organic substance content. For the purpose of establishing the contamination degree of heavy metals, some heavy metal contents were investigated. In heavy metal contents, reservoir sediments showed somewhat higer value than stream sediments. As a result, the reservoir sediment content of all analysis items were higher than stream sediment.

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HEC-6모형을 이용한 방사보 철거 전후에 따른 하상변동 특성 (Characteristics of Bed Profile Fluctuation According to Before & After Removal of the Sediment Protection Weir using HEC-6 model)

  • 안승섭;이수식;최윤영;이증석
    • 한국방재학회 논문집
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    • 제1권3호
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    • pp.93-102
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    • 2001
  • 본 연구에서는 HEC-6 모형을 이용하여 태화강 본류하도 하구부에 위치한 방사보의 영향에 따른 하상변동특성을 분석 검토함으로서, 향후 태화강 하도종합개발계획 수립시에 효과적으로 이용할 수 있도록 하였다. 하상변동특성 분석에 필요한 유량 조건은 태화강 하천정비기본계획수립에서 검토된 풍수량, 홍수량 및 계획홍수량 조건을 이용하였다. 먼저, 하상변동폭에 대한 분석 결과, 삼호교 하류 하도구간에서는 유하유량이 클수록 세굴과 퇴적이 활발히 진행되고 있으나 삼호교 상류 하도구간에서는 큰 변동이 없는 것으로 분석되었다. 다음으로, 유사이송능을 검토한 결과, 유하유량이 클수록 유사이송능은 큰 값으로 추정되었으나 계획홍수량 유하시 방사보 철거전후의 태화강 하구부의 유사이동능은 큰 차이가 없는 것으로 분석되었다. 따라서, 방사보 철거로 인한 토사유입량 감소대책을 고려하여 태화강 하류부에서 유입되는 동천지류의 최하류부에 하천유지용수 확보와 태화강으로의 유사량 유입을 감소시키기 위하여 적절한 수리 구조물을 설치한다면 방사보 제거 후에도 태화강 최하류부의 유사량 퇴적을 감소시키는 좋은 방안이 될 것으로 판단된다.

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하천의 유사량과 하상변동에 관한 연구 (A STUDY ON THE SEDIMENT AND THE RIVER BED VARIATION)

  • 남선우
    • 물과 미래
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    • 제11권1호
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    • pp.47-58
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    • 1978
  • This study is concerned with the analysis of the formulas which give both the quantity of the total, suspended and bed loads as functions of stream and sediment characteristics. The numerical analysis of sediment discharge formulas is described and the computer program for the following 4 formulas are developed; (1) Einstein's Formula (2) Toffaleti's Formula (3) Brown's Formula (4) Kikkawa's Formula In the analysis of these formulas, the hydraulic data of the river in the downstream of the Han River are used, and these formulas have been tested by application and comparison with observed data and the results computed by the computer. In these methods and procedures, the most satisfactory and convenient formula is selected. The design and planning of the river channel regulation works are determined by computing the river bed variation by using the sediment discharge computed from the selected formula.

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도류제 건설 후 남대천 하구의 해안선 생성 및 변화 (Evolution and Changes of Coastal Topography due to Jetty Construction at Namdae River Mouth)

  • 김인호;이성대
    • 대한토목학회논문집
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    • 제28권3B호
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    • pp.315-321
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    • 2008
  • 최근 해안환경적 측면 뿐 만 아니라 사용자의 측면에서 도류제나 방파제와 같은 연안구조물에 의하지 않고 연안에서의 해빈을 보존하기 위한 대책이 요구되고 있다. 연안에서의 표사문제의 대책을 수립하기 위해서는 연안에서의 표사 뿐만 아니라 배후지의 하천으로부터 유출되는 유사량을 포함한 종합적인 토사관리의 필요성이 증가하고 있다. 이같은 관점에서 본 연구에서는 연안해역으로 유출되는 하천 유사와 이송, 하구에서의 사주발생과 발달 그리고 하구폐색과 연안으로 유출된 유사의 효율적인 저류문제와 홍수시 외해로 유출되는 유사의 특성에 대해 검토하였다. 최근 강릉 남대천 하구에는 하구폐색과 하구사주의 발생에 따른 대책으로 2005년에 총연장 260 m의 도류제를 건설하였다. 이에따라 본 연구에서는 도류제 건설에 따른 남대천하구에서의 토사이동특성 및 해저지형 변동과 표사이동을 해석하기 위한 다양한 수치실험을 수행하였다. 이를 위해 먼저 남대천 하구역에서 유출되는 유사량을 혼합입경의 관점을 가정하여 1차원 수치해석을 통하여 해석하였다. 또한 하천에서 유출된 유사의 이동특성과 하구현상을 파악하기 위해 하천류의 유동특성과 바람장에 의한 취송류를 검토하였다. 그리고 파동장, 해빈류 및 해저지형변동을 수립하여 본 남대천 하구인근에서의 표사이동 특성을 해석하였다.

팔당호 퇴적층 남조류의 군집과 남조류 성장잠재성 분석 (Cyanobacteria Community and Growth Potential Test in Sediment of Lake Paldang)

  • 김용진;백준수;윤석제;김헌년;이병천;김귀다;박송은;유경아;이재관
    • 한국물환경학회지
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    • 제32권3호
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    • pp.261-270
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    • 2016
  • We analyzed cyanobacterial community including akinete, resting cell, and benthic cyanobacteria in sediment of Bukhan, Namhan-River, Paldang-Lake, and Kyeongan-Stream and compared the physicochemical factors for water and pore water. We also performed cyanobacteria growth potential test through incubating sediment. As a result of physicochemical analysis, the concentrations of nutrients were similar for each depth of Bukhan-River. For Namhan-River and Lake Paldang sites, the concentrations of TP and DTN in bottom and deep water had higher levels. DTN in water body composed of NO3-N(73%) while DTN in pore water composed of NH3-N(77.8%). Benthic cyanobacteria in the sediment such as Oscillatoria tenuis, O. limosa, Phormidium tenue, Pseudanabaena limnetica, and Lyngbya sp. were dominant (between 0.0∼243.3×103 cells/g, w/w). Cell densities of cyanobacteria in sediment depth of 0∼2 cm in most sites were higher compared to those in other depths. The cell density of cyanobacteria in sediment correlated with pH, conductivity, BOD5, TP, DTP, and chl. a. Increased phytoplankton and organic matters were found to be able to inhibit the growth of benthic cyanobacteria. Results of cyanobacteria growth potential test after incubating sediment revealed that harmful cyanobacteria (Anabaena, Aphanizomenon, Microcystis, and Oscillatoria) appeared at 7 days post culturing. Base on these results, the methods used in this study are considered to be able to determine the appearance of harmful cyanobacteria.

금강 하구 퇴적토의 이화학적 성질과 종속영양세균의 분포에 관하여 (Distribution of heterotrophic bacteria and physico-chemical characteristics of sediments in Kum river estuary)

  • 이건형;아영칠;홍순우
    • 미생물학회지
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    • 제24권3호
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    • pp.308-316
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    • 1986
  • Vertical distribution of heterotrophic bacteria and physico-chemical characteristics were measuted in Kum River estuarine sediments. And interrelationship between heterotrophic bacterka and environmental factors was also studied. The type of sediment of Site 1 was silty clay, and sand at Site 2. Annual pH ranges were between 7.1 and 7.7 in the clay type sediment (Site 1) and 6.9-7.2 in the sand type sediment (Site 2). It was shown that organic matter contents were higher in the clay type sediment than those of sand type sediment. Redox potential values of sediments were decreased rapidly with depth at Site 1, but those of Sete 2 showed vertical fluctuation. Nitrogens(ammonia+amino acid-N, nitrate-N, nitrite-N) and phosphate in the clay type sediment showed higher values than those of sand type sediment. Annual distribution of heterotrophic bacteria were ranged $6.71{\times}10^4$ cells/g dry wt. $-2.50{\times}10^6$ cells/g dry wt. In the clay type sediment and $2.67{\times}10^3$ cells/g dry wt. $-1.94{\times}10^6$ cells/g dry wt. in the sand type sediment. Distribution of proteolytic, lipolytic, and amylolytic bacteria were decreased with the depth and the highest density was found in April and the lowest in January. Bacterial populations in sediments were closely correlated with such environmental factors as pH, redox potential, moisture content, organic matter contents, and inorganic nutrients such as nitrite-N and phosphate-P.

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수공구조물이 하천환경에 미치는 영향에 관한 연구(I) : 수리학적특성 (A Study on Effects of Hydraulic Structure on River Environment(I) : Hydraulic Characteristics)

  • 안승섭;최윤영;이수식
    • 한국환경과학회지
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    • 제11권3호
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    • pp.191-199
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    • 2002
  • In this study, water protection reservoir is selected as the target which is located at the estuary of Taehwa river to analyze and examine the effects of hydraulic structure on river environment. This study aims at the definition of factors which cause the change of ecological environment of river due to the effects of the sediment protection reservoir, and the proposal of the direction of environmental friendly river space development through the analysis and examination of stream variation conditions and riverbed variation characteristics among many effects of hydraulic structure on river environment before and after removal of the sediment protection reservoir when design flow is yielded. Firstly, in case of removal the existing sediment protection reservoir, the hydraulic variation characteristics like depth drop due to removal of the sediment protection reservoir are thought of little because it is examined that depths drop with about 0.01m and 0.01~0.56m when low flow is yielded and design flood yielded, respectively. Nextly, as the examination result of the variation characteristics of flow velocity in case of removal the existing sediment protection reservoir, it is thought that the concern about riverbed erosion is not serious according to the analyzed result as the mean velocity of the channel section where the velocity varies in case of removal the sediment protection reservoir is about 0.07~1.36m/s when low flow is yielded, and is about 1.02~2.41m/s when design flood is yielded despite riverbed erosion is concerned as it is examined that flow velocity is getting increase as about 0.01m/s when low flow is yielded and about 0.01~0.44m/s when design flood is yielded. Lastly, from the prediction result of riverbed variation for each flow amount condition before and after removal the sediment protection reservoir, it is known that the variation range of riverbed is nearly constant when flow amount of the channel exceeds a specific limit as it is analyzed that the more flow amount, the more erosion and sediment in the channel section of down stream part of the sediment protection reservoir and the sediment protection reservoir~Samho-gyo, and the variation ranges according to flow amount between flood condition and design flood condition have little difference in the channel section of the upstream of Samho-gyo.

댐하류 조절하천의 자연성 회복을 위한 하천 유사환원 연구 고찰 (A review on sediment replenishment to river channel for natural recovery of regulated rivers below large dams)

  • 옥기영;장창래;김범철;최미경
    • 한국수자원학회논문집
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    • 제52권spc2호
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    • pp.835-844
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    • 2019
  • 본 연구는 댐에 의해 유사공급이 제한되는 댐하류 하천에서 자연성 회복을 위한 근본적 방안으로서 댐 건설 후 감소된 유사의 공급과 이송능력을 회복하기 위하여 인공적으로 하천에 모래와 자갈과 같은 토사를 공급하는 하천 유사환원 연구 기술을 체계적으로 고찰하였다. 유사환원의 목적을 초기의 수질 개선과 어류의 인공산란처 조성에서부터, 이후 저수지 퇴사대책, 하천구조물 안전성 유지, 그리고 최근의 하천의 지형형성 과정 회복까지 다섯 개로 구분하여 제시하였으며, 이러한 사업 목적에 따른 공급토사의 크기, 공급량, 현장에서 적용되는 공급방법과 모니터링 방안을 국내외 연구사례를 들어 체계적으로 고찰하였다. 앞으로 국내 하천관리에서 환경유량과 유사환원이 연계된 통합 하천관리 기술발전에 기여하기를 기대한다.