• 제목/요약/키워드: Sediment front

검색결과 50건 처리시간 0.024초

2차원 연성모델을 적용한 불투과성 잠제 전면의 국부세굴 모의 (Numerical Simulation of Local Scour in Front of Impermeable Submerged Breakwater Using 2-D Coupled Hydro-morphodynamic Model)

  • 이우동;이재철;진동환;허동수
    • 한국해양공학회지
    • /
    • 제30권6호
    • /
    • pp.484-497
    • /
    • 2016
  • In order to understand the characteristics of the topography change in front of an impermeable breakwater, a coupled model for a two-way analysis of the existing LES-WASS-2D and newly developed morphodynamic model was suggested. A comparison to existing experimental results revealed that the results computed using the 2-D hydro-morphodynamic model were in good agreement with the experimental results for the wave form, pore water pressure in the seabed, and topographical change in front of a submerged breakwater. It was shown that the two-way model suggested in this study is applicable to a morphological change in the seabed around a submerged breakwater. Then, using the numerical results, the topographical changes in front of an impermeable submerged breakwater were examined in relation to partial standing waves. Moreover, the characteristics of the local scour depths in front of them are also discussed in relation to incident wave conditions, sediment qualities, and submerged breakwater shapes.

낙동강 진우도 주변 해역의 모래입도 분포 (Grain size distribution of sediment around Jinudo in Nakdong River Estuary)

  • 유창일;윤한삼;이인철;류청로
    • 한국해양공학회:학술대회논문집
    • /
    • 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
    • /
    • pp.441-444
    • /
    • 2006
  • Nakdong river estuary is located at south-eastern coast if the Korea. Especially, Complicating topography change is generated by interaction of much sediment, wave and tide. This study is investigated into observation data of grading size distribution in the post and surface sediment characteristics is investigated into grading size analysis using sieve analysis in Nakong river estuary. As a result, mean diameter of surface sediment is distributed to front of shoal as a size with 0.1~0.2 mm and mean diameter of the last generated shoal is about 0.2~0.3 mm.

  • PDF

영산강 부유하중의 시계열적 입도 특성 변화: 승촌보, 죽산보를 중심으로 (Time-series Changes in Particle Size Characteristics of Suspended Sediment at the Seungchon and the Juksan Weir in the Yeongsan River)

  • 임영신;김진관
    • 한국지형학회지
    • /
    • 제26권4호
    • /
    • pp.1-20
    • /
    • 2019
  • In order to establish appropriate policy to control sediment-associated problems, it is necessary to identify the physical characteristics of the reservoir sediments in particulate form in the Yeongsan River. Two time-integrated suspended sediment samplers were installed at Seungchon and Juksan weir on the upper and middle Yeongsan River in July 2012. Reservoir sediment samples were obtained at monthly intervals until October 2014. During the monitoring period, a total of 38 sediment samples were obtained and analyzed. Seasonal trends of suspended sedimentation rates and grain size distributions were examined based on variations in precipitation and discharge fluctuations. Moreover, stream flow characteristics, which has a great influence on the physical characteristics of the river sediment, was analyzed using flow duration curve for the period 2003-2019 at Naju gauging station. Sedimentation rates during summer, when heavy rainfall was concentrated due to the monsoonal front and typhoon, were very high, indicating the positive relationship between sediment concentration and discharge. Particle size analysis of the collected sediment showed that coarse silt and very fine sand-sized sediment dominated most of the Seungchon weir sediment. On the other hand, medium silt-sized sediment dominated the downstream Juksan weir except for a few summer samples. These results implied that the physical characteristics of the suspended sediment are determined not only due to flow fluctuations, but also with regard to the antecedent rainfall conditions, hillslope-channel connectivity, and the supply of materials from various contributing regions. This information about flow characteristics and temporal variations in reservoir sediment can be used for safe management of the weir and discussing the issues on the dismantling of the weirs.

Effect of the Freshwater Discharge on Seawater and Sediment Environment in a Coastal Area in Goheung County, South Korea

  • Nguyen, Hoang Lam;Jang, Min-Seok;Cho, Hyeon-Seo
    • 해양환경안전학회지
    • /
    • 제20권3호
    • /
    • pp.270-276
    • /
    • 2014
  • Seasonal characteristics of water and sediment qualities and potential effects of the freshwater discharge from a small tide embankment interior in a coastal area in Goheung county were investigated from May to September in 2012. Chemical oxygen demand values (COD) were mostly higher than 2 mg/L in summer ebb tide, which exceed the standard value of water quality criteria II of acceptable level for aquaculture activities. Nitrogen and phosphorus were found as the limiting nutrients for algae growth in summer and fall and in spring, respectively. Nitrogen was the limiting nutrient for diatom growth in the whole studied period. The sudden high values of COD, ammonia, dissolved inorganic nitrogen (DIN), dissolved inorganic phosphorus (DIP) were found in water sample collected from station 5 which located in front of the tide embankment sluice gate during spring ebb tide. The freshwater discharge form the tide embankment interior maybe affected the survey areas during a short time interval. Mean values of eutrophication index of the surveyed coastal region in spring, summer and fall were all bigger than 1. Water quality was mostly considered at level II which acceptable for aquaculture activities. Sediment quality in this study was generally in the range of standard for fisheries environment.

강우침투실험을 통한 불포화 풍화토 지반의 강우 침투속도 분석 (Analysis of Seepage Velocity in Unsaturated Weathered Soils Using Rainfall Infiltration Test)

  • 김훈;신호성;김윤태;박덕근;민덕기
    • 한국지반공학회논문집
    • /
    • 제28권2호
    • /
    • pp.71-78
    • /
    • 2012
  • 본 연구에서는 실내 강우침투실험을 통하여 강우강도에 따른 지반 내 침투속도를 산정하였으며, 침투특성을 분석하여 보았다. 또한 수치해석을 이용한 해석결과와 비교 검증을 수행하였으며, 시간에 따른 간극수압과 포화도 그리고 유출속도의 변화는 대체로 잘 일치함을 보였다. 강우강도에 따른 침투속도는 실내실험과 수치해석에서 선형적으로 증가하는 경향을 나타냈으며, 강우강도가 지반의 포화투수계수에 근접시 침투속도가 급격히 증가하였다. 또한 강우 침투시 습윤전선의 상부는 부분적으로 포화되어 침투하는 경향을 보였다. 따라서 실제 지반에서 습윤전선은 비교적 빠르게 진행하여 사면의 불안정을 초래할 것으로 판단된다.

퇴적물 오염기준을 이용한 금강 하구역 표층 퇴적물내 유기물 및 미량금속 오염 평가 (Evaluation of Organic Matter and Trace Metal Contamination in Surface Sediments around the Geum River Estuary using Sediment Quality Guidelines)

  • 황동운;이인석;최민규;김숙양;최희구
    • 한국수산과학회지
    • /
    • 제46권6호
    • /
    • pp.930-940
    • /
    • 2013
  • We evaluated contamination with organic matter and trace metals by analyzing grain size, ignition loss (IL), chemical oxygen demand (COD), acid volatile sulfide (AVS), and trace metals (Al, Fe, Cu, Pb, Zn, Cd, Ni, Cr, Mn, Hg, and As) in surface sediments at 28 stations around the Geum River estuary in July 2008. The surface sediments in the estuary were mainly composed of coarse sediment (sand and muddy sand), with mean grain size (Mz) ranging between $2-4{\O}$. The high concentrations of IL, COD, and trace metals were mainly found at stations in front of the Gusan outer port and industrial complex, and near the Seocheon coast with relatively fine sediments. In addition, the concentrations of IL and all trace metals, except Pb and As, showed good positive correlations with Mz, indicating that the concentrations of organic matter and trace metals were mainly dependent on sediment grain size. The concentrations of COD, AVS, and trace metals in most sediments did not exceed the sediment quality guideline (SQGs). Although the sediments in the study region are not polluted with organic matter and trace metals, there are many point sources of pollutants, such as Gusan port and industrial complex, Janghang refinery, and a thermoelectric power plant around the Geum River estuary. Thus, the management of coastal environments through periodic monitoring of organic matter and trace metals is required in the future.

The Records of Origin and Transport of Sediments From the Past to the Present in the Yellow Sea

  • Yi, Hi-Il;Chun, Jong-Hwa;Shin, Im-C.;Shin, Dong-Hyeok;Jou, Hyeong-Tae
    • Journal of the korean society of oceanography
    • /
    • 제39권1호
    • /
    • pp.96-106
    • /
    • 2004
  • A total of 116 surface sediment samples were obtained on the Yellow Sea and analyzed for grain size and geochemical elements in order to interpret the present sediment transportation. Thirty-nine cores and 3,070 line-km shallow seismic profiles are analyzed for sedimentary records of Yellow Sea in the past. Results show that the boundary of sediment transport between Korean side and Chinese side is about between $123^{\circ}E$ and $124^{\circ}E$. The similar result is produced from Shi et al. (in this publication). Two cyclonic patterns of surface sediments are recognized in the northeastern and southwestern Yellow Sea, while the strong front zone of the mud patch and sandy sediments are found in the southeastern Yellow Sea (the southwestern part of Korean coasts). The formation of fine-particle sediment packages, called for Northwest Mudbelt Deposit (NWMD), Hucksan Mudbelt Deposit (HSMD) and Jeju Mudbelt Deposit (JJMD), are resulted from eddies (gyres) of water circulations in the Yellow Sea. NWMD has been formed by cyclonic (anticlockwise) eddy. NWMD is composed of thick, homogeneous, relatively semi-consolidated gray clay-dominated deposit. On the other hand, HSMD and JJMD are formed by anticyclonic (clockwise) eddies. They are thick, homogeneous, organic-rich gray, silt-dominated deposit. Both core and surface sediments show that the middle zone across Chinese and Korean side contains bimodal frequency of grain-size distribution, indicating that two different transport mechanisms exist. These mud packages are surrounded by sand deposits from both Korea and China seas, indicating that Yellow Sea, which is the shallow sea and epicontinental shelf, is formed mostly by sand deposits including relict sands. The seismic profiles show such as small erosional/non-depositional channels, sand-ridges and sand-waves, Pleistocene-channelfilled deposits, a series of channels in the N-S major channel system, and thick Holocene sediment package, indicating that more complex sedimentary history exists in the Yellow Sea.

현생 및 고기 급경사 선상지-삼각쭈계 퇴적층의 특성과 퇴적상 (Depositional features and sedimentary facies of steep-faced fan-delta systems: modern and ancient)

  • 최문영;조성권;황인걸
    • 한국석유지질학회지
    • /
    • 제2권2호
    • /
    • pp.71-81
    • /
    • 1994
  • 선상지 삼각주는 흔히 깊은 분지로 전진하여 급경사의 전면층을 형성한다. 현생의 급경사 선상지-삼각주는 사태흔적, 츄트/협곡, 스웨일(swale), 로브(lobe), 스플레이(splay). 및 암설낙하(debris fall) 등의 표층 지형에 의해 특징지워진다. 이들은 강하구에서 발생하는 퇴적물 붕괴나 중력류에 의해 생성된다. 고기의 선상지-삼각주 퇴적상은 경사가 급한 전면층과 비교적 경사가 완만한 기저층 및 전삼각주(prodelta)층을 구성한다. 이는 다시 판상 또는 쐐기 모양의 역암 및 사암, 사태 충진층, 츄트/협곡 충진층, 판상층, 열편층, 사태층 등으로 구성된다.

  • PDF

낙동강 하구역 사주 주변에서의 퇴적물질의 유압거동 해석 (The Analysis of Inflowing Sediments Behavior around the Sandbar in Nakdong River Estuary)

  • 김경희;이인철
    • 한국해양공학회:학술대회논문집
    • /
    • 한국해양공학회 2004년도 학술대회지
    • /
    • pp.133-136
    • /
    • 2004
  • In-situ collection experiments were performed to analyze inflowing sedilnents behavior as a basic study of topographical change in Nakdong River Estuary. Sediment rate and bed load flux ranged from 0.0004 to $0.472\;g/cm^2/day\;and\;0.0005\~1.7579\;g/cm^2/day$, respectively. The settling velocity of suspended particulate matter was estimated in tire range of $0.339\~1.010\;cm/sec$, The grain size analysis shows that surface sediments in backside of sandbar and bed load in front of dike have a similar grain size distribution. It is considered that the source of surface sediments in backside of sandbar were flowed in from Nakdong River. In order to verify the characteristics of inflowing sediments behavior, detailed surveys around Nakdong River Estuary need to be carried out, continuously.

  • PDF

인천항 주변 silt 이동에 관한 연구 (A Study on Silt Transport of Seabed Around Incheon Harbor)

  • 백승화
    • 한국해안·해양공학회논문집
    • /
    • 제22권3호
    • /
    • pp.133-142
    • /
    • 2010
  • 송도신도시 건설로 인한 인천항 주변 흐름과, 해저 지형변동등의 영향을 알기 위하여 siltation모형을 이용하여 수치모의 하였다. 이를 토대로 하여 이류 확산방정식등을 이용하여 송도신도시 건설후의 해저 silt이동량을 계산하여 제시하였다. 건설전의 상태와 비교 할 경우 유속과 조위는 다소 증가 되었으며, 퇴적부분은 영종도 동쪽 해안에서 주로 나타나고, 세굴은 북항 전면수로에서 호도 방향으로 증가 되었음을 알았다.