• 한국해양학회지:바다
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• 제1권1호
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• pp.46-54
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• 1996

한반도 서해 태안반도 연근 해역에서 춘계동안 부유물 함량분포경향을 분석 하여, 부유물질의 운반 양상을 해석하였다. 특히 비파괴 방식의 SPECTREX 분석 기기를 이용하여 부유물의 입도분포를 정밀 분석하였다. 연구해역의 수괴 특성은 강한 조석전선이 형성되어, 수직적으로 균질한 수괴의 연안역과 수온약층이 뚜렷한 외양역으로 구분되었다. 부유물 함량은 대체로 10 mg/l 이하로 낮지만, 연안역의 저층수와 외양역의 중층수에서는 혼탁한 수괴가 관측되었다. 부유물은 평균입도가 각각 5-6$\mu\textrm{m}$와 8-10$\mu\textrm{m}$에 해당하는 세립질 부유물과 조립질 부유물로 구분되며, 주로 쇄설성 성분이 우세한 것으로 해석되었다. 전반적으로 태안반도 연근해역에서는 강 한 조류에 의해 해저 퇴적물의 재부유작용이 우세하며, 세립 퇴적물의 집적이 제한 되는 것으로 해석된다. 또한 경기만의 초입에 해당하는 북부역으로부터 공급되는 쇄설성 부유 퇴적물이 수온약층의 중층수역을 따라 남쪽 또는 남서쪽 방향으로 우 세하게 운반되는 것으로 해석된다.

• 한국습지학회지
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• 제6권1호
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• pp.167-178
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• 2004

강화 남단 갯벌은 우리나라 서해안의 가장 규모가 큰 갯벌 중의 하나이다. 조석은 전형적인 반일주조로 최대조차가 약 10m 이다. 강화 남단 갯벌은 한강 수계로부터 많은 양의 퇴적물이 유입된다. 연구지역에서 2003년 8월에 83개 정점에서 표층퇴적물을 채취하여 분석하였다. 표층퇴적물은 5개의 퇴적상으로 구성 되어 있었다. 일반적으로 모래 펄 퇴적물은 강화 남단 갯벌에서 우세하였고, 반면에 모래 퇴적물은 강화도 서부의 수로와 조하대에서 우세하였다. 이 지역의 1997년 8월 퇴적상과 비교하여 모래 펄 퇴적물은 갯벌의 동쪽으로 확장 되었다. 강화도 남단 갯벌에서 채취한 3점의 주상 시료에 대한 퇴적학적 분석 결과, 사층리 모래층, 실트-점토 호층 엽리 실트, 생물교란 실트등 세 개의 퇴적상이 인지되었다. 이들 퇴적상의 분포는 조수로 인근 지역이 전반적으로 퇴적률이 높으며, 특히 동검도 동쪽 갯벌에서 최근 급격한 퇴적 작용이 진행되고 있음을 지시하고 있다. 수리학적 관측을 위하여 2003년 6월에 염하수로의 초지대교 부근(K1)과 동검도 남부 수로(K2)에서 12시간 30분 동안 정선 관측을 실시하였다. 잔여유속 계산 결과 이 지역은 썰물이 강하게 나타났다. 각 수층의 부유물질 양에 의하여 계산된 순 부유퇴적물 이동양은 한 조석 주기 동안 염하수로에서는 외해로 309,217.9kg/m가 유출 되며, 동검도 남부 수로에서는 외해로 128,123.1kg/m가 유출 되는 것으로 나타났다. 동검도 남부 수로에 비하여 염하수로의 순 부유퇴적물 이동양이 높은 것은 갯벌의 동부에 한강에서 유입된 많은 부유물질이 퇴적된다는 것을 나타낸다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1998년도 공동 심포지엄 및 추계학술발표회
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• pp.151-155
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• 1998

The Anyang river drains a highly polluted industrial area and enters the lower part of Han river. In this preliminary study for the comprehensive understanding of geochemical behaviour of elements in the stream sediments and its implications on the river chemistry and ecology, major and trace elements in stream sediments, suspended solids and stream water were analysed to look into elemental enrichments and elemental behaviour with distance from upper part of the stream. Chemical analyses of the stream sediments show enrichements of heavy metals including Cr, Zn, Ni, Co between 10 to 100 times. Other trace elements, Cd, Pb and As are also enriched between several to 10 times, based on relative ratio with Al in fresh rock. Chemical analyses of the sediments, suspended solids and water show indications of anthroporgenic impact for the heavy metal accumulation. It was nortworth Hg is detected between 2 and 4 ppb in the water.

• 한국해양학회지
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• 제13권1호
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• pp.19-28
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• 1978

To estimate the chemical mass balance of several kinds of trace metals in sea water, suspended matter and bottom sediments, sixty samples from the Kum and Mankyung estuaries were analyzed. In both estuaries, the distribution patterns of leachabl suspended trace metals and of bottom sediments were established to be similar. The relationship between the metal concentration and clay content of the sediments was found to be such that the metal concentration increases with an increase in clay content. A linear correlation ws determined between pairs of leachable metals (Fe-Zn, Fe-Mn and Zn-Mn) in the Kum estuary. However, in the Mankyung estuary linear relationship does not exist. Finally, it is suggested that the trace metals are reworking in the Kum estuary and those in the Mankyung estuary are sinking.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.133-136
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• 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.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 1984년도 제26회 수공학연구발표회논문초록집
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• pp.7-21
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• 1984

Entrainment and deposition experiments were counducted in fresh water on four groups of sediments: three well-defined sediments of uniform composition and narrow-size distribution (1 to 9 um, 10 to 50 um, and 50 to 90 um), and a fourth group which was a mixture of these three sediments. In the entrainment experiments and at a particular stress, the steady-state suspended sediment concentration of the coarse group was the lowest while the concentrations of the fine and medium groups were higher that that of the coarse group but were similar to each other. Deposition experiments generally showed an exponential decrease of suspended sediment concentration with time with the decay time being a function of particle size and applied stress.

• 한국안전학회지
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• 제32권6호
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• pp.61-67
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• 2017

Suspended sediment transport plays principal roles in morphological process of natural coastals. It is needed to understand the reason why interaction characteristics of solitary wave and suspended sediment. The present study shows that suspended sediment pickup derived on solitary wave celerity. The 2D prismatic open channel length is 12 m, width is 0.8 m, height is 0.75 m and slope is 1/6. Generation of solitary wave is used by rapidly opening the sluice gate. Bottom surface sediments are laid movable slope section by 0.03 m thickness and experimental sediments are used anathracite and jumoonjin sand. Techniques of suspended sediment pickup rate are designed equipment ASC(Absorptive Suspended sediment Collector). It could directly absorb 5 points suspended sediment by channel water depth. Solitary wave celerity is measued by ADV(Acoustic Doppler Velocimeter). Mounted two video cameras(Model No. : Sony, HDR-XR550) are used to image processing of suspended sediment concentration and turbidity. Suspended sediment pikcup rate(Einstein, 1950) is analyzed to nondimensionalization based on solitary wave celerity. The suspended sediment pickup rate is suggested that more effective plunging breaking type than spilling. The results indicates fundamental suspended sediment transport mechanism between solitary wave celerity and suspended sediment pickup based on laboratory experiments. Finally, the present study suggests that suspended sediment pickup rate by solitary wave is used only characteristics of sediment and solitary wave celerity.

• Nuclear Engineering and Technology
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• 제54권11호
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• pp.4265-4271
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• 2022

Determination of ¹³⁷Cs, ⁴⁰K and ²¹⁰Po in water, bottom sediments and suspended matter of river systems of the Can Gio Biosphere Reserve, Vietnam was carried out. The average activity concentration of ¹³⁷Cs in waters of Ca Gau and Long Tau was 0.89 ± 0.14 and 1.08 ± 0.15 Bq m^-3 and was comparable to the levels of this radioisotope in waters of the East Sea. The activity concentration of ¹³⁷Cs in bottom sediments was 2.23 ± 0.81 and 3.63 ± 1.24 Bq kg^-1. The activity concentration of ¹³⁷Cs in water and bottom sediments could be characterized as low. So, the water areas of the Ca Gau and Long Tau rivers could be attributed to areas with insignificant pollution by technogenic radionuclides. The ²¹⁰Po activity concentration in bottom sediments of the Ca Gau and Long Tau rivers ranged from 9.2 ± 1.2 to 25.5 ± 2.1 Bq kg^-1, which is typical for river bottom sediments. Such values indicate the absence of anthropogenic enhancement of the entry of this radionuclide into the Can Gio river systems. The ⁴⁰K activity concentration varied within 467 ± 42-651 ± 39 Bq kg^-1 and represented typical values of potassium content in the bottom sediments of coastal water bodies, subject to a significant influence of the lithogenic component of suspended matter.

• 한국초전도ㆍ저온공학회논문지
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• 제22권2호
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• pp.7-11
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• 2020

When rivers and lakes are contaminated with numerous contaminants, usually the contaminants are finally deposited on the sediments of the waterbody. Many clean up technologies have been developed for the contaminated sediments. Among several technologies dredging is one of the best methods because dredging removes all the contaminated sediments from the water and the contaminated sediments can be completely treated with physical and chemical methods. However the most worried phenomenon is suspension of fine particles during the dredging process. The suspended particle can release contaminants into water and resulted in spread of the contaminants and the increase of risk due to the resuspension of the precipitated contaminants such as heavy metals and toxic organic compounds. Therefore the success of the dredging process depends on the prevention of resuspension of fine particles. Advanced dredging processes employ pumping the sediment with water onto a ship and release the turbid water pumped with sediment into waterbody after collection of sediment solids. Before release of the turbid water into lake or river, just a few minutes allowed to precipitate the suspended particle due to the limited area on a dredging ship. However the fine particle cannot be removed by the gravitational settling over a few minutes. Environmental technology such as coagulation and precipitation could be applied for the settling of fine particles. However, the process needs coagulants and big settling tanks. For the quick settling of the fine particles suspended during dredging process magnetic separation has been tested in current study. Magnetic force increased the settling velocity and the increased settling process can reduce the volume of settling tank usually located in a ship for dredging. The magnetic assisted settling also decreased the heavy metal release through the turbid water by precipitating highly contaminated particles with magnetic force.

• 상하수도학회지
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• 제27권3호
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• pp.383-394
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• 2013

A sedimentation basin is used to remove suspended sediments which can cause abrasive and erosive wear on hydraulic turbines of hydropower plants. This sediment erosion not only decreases efficiency of the turbine but also increases maintenance costs. In this study, the three-dimensional numerical simulations were carried out on the overseas hydropower project. The simulations of flow and suspended sediment concentration were obtained using FLOW-3D computational fluid dynamics code. The simulations provide removal efficiency of a sedimentation basin based on particle sizes. The influence of baffles on the flow field and the removal efficiency of suspended sediments in the sedimentation basin has been investigated. This paper also provides the numerical simulations for sediment-induced density currents that may occur in the sedimentation basin. The simulation results indicate that the formation of density currents decreases the removal efficiency. When a baffle is installed in the sedimentation basin, the baffle provides intensive settling zones resulting in increasing the sediments settling. Thus the enhanced removal efficiency can be achieved by installing the baffle inside the sedimentation basin.