• Title/Summary/Keyword: 저층 퇴적물

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Processes and Fluxes of Uranium Removal Across the Sediment-Water Interface: A Biogeochemical Approach (해수-퇴적물 경계면을 지나는 우라늄 제거 과정과 플럭스 연구: 생지화학적 접근)

  • Kim, Kee-Hyun;Cho, Jin-Hyung;Lee, Jae-Seong
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.4 no.3
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    • pp.188-197
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    • 1999
  • In order to estimate the uranium flux from seawater to sediments, we took pore water samples and deployed benthic chambers on seafloor of Chonsu Bay, Korea. The uranium flux across the sediment-water interface was estimated from the pore water to be 0.112-0.566 mg/$m^2yr$, corresponding to a removal flux of $4.3-21.5{\times}10^7$ gU/yr for the entire Yellow Sea. Nutrient fluxes from sediment to bottom water were estimated to be 135.6 mmol/$m^2yr$ for ammonia, 228.2 mmol/$m^2yr$ for nitrate, 36.8 mmol/$m^2yr$ for phosphate and 23.9 mmol/$m^2yr$ for silicate. The redox boundary, based on the distribution of pore water nitrate and solid phase manganese, was located at 3-5 cm below the sediment surface. Phosphate flux obtained by benthic chambers was 28.S mmol/$m^2yr$. On the other hand, estimates of uranium and silicate fluxes were orders of magnitude greater than those based on pore water profiles. Flux estimates on the basis of pore water concentration is believed to have greater reliability than those obtained from benthic chamber data.

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Mass Physical Properties in Deep-Sen Sediment from the Clarion-Clipperton Fracture Zone, Northeast Equatorial Pacific (북동태평양 클라리온-클리퍼톤 균열대 심해저 퇴적물의 물리적 특성에 관한 연구)

  • Chi, Sang-Bum;Lee, Hyun-Bok;Kim, Jong-Uk;Hyeong, Ki-Seong;Ko, Young-Tak;Lee, Kyeong-Yang
    • Economic and Environmental Geology
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    • v.39 no.6 s.181
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    • pp.739-752
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    • 2006
  • Deep-sea surface sediments acquired by multiple corer from 69 stations in the Clarion-Clipperton fracture zone of the northeast equatorial Pacific, were examined to understand the correlation of mass physical properties and sedimen-tological processes. The seabed of the middle part ($8-12^{\circ}N$) of the study area is mainly covered by biogenic siliceous sediment compared with pelagic red clays in the northern part ($16-17^{\circ}N$). In the southern part ($5-6^{\circ}N$), water depth is shallower than carbonate compensation depth (CCD). The mass physical properties such as grain size distribution, mean grain size, water content, specific grain density, wet bulk density, void ratio, and porosity of sediments are distinctly different among the three parts of the study area. Surface sediments in northern part are characterized by fine grain size and low water contents possibly due to low primary productivity and high detrital input. Conversely, sediments in the middle part are characterized by coarse grain size and high water contents, which might be caused by high surface productivity and deeper depth than CCD. The sediments show low water contents and high density in the southern part, which can be explained by shallower depth than CCD. Our results suggest that the variations in mass physical properties of sediments are influenced by combined effects including biogenic primary productivity of surface water, water depth, especially with respect to CCD, sedimentation rate, detrital input, and the geochemistry of the bottom water (for example, formation of authigenic clay minerals and dissolution of biogenic grains).

A Study on the Exclusion Threshold Condition of the Riprap in the Bypass Pipe by 3D Numerical Simulation (3차원 수치모의를 통한 저층수 배사관 내 유입된 사석의 배제 한계조건에 대한 연구)

  • Park, Sun Bin;Jeong, Seok il;Lee, Seung Oh
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.132-132
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    • 2017
  • 큰 하상계수를 가지는 국내 중소하천의 특성상 농업용수 등의 수자원 이용을 위해 국내에는 약 10,000개 정도의 하천 횡단구조물이 설치되어 있다. 그러나 느려진 유속으로 인하여 횡단구조물 상류에 유사가 퇴적될 확률이 높아지며, 이러한 유사는 부착된 오염물에 의한 수질 및 하상오염, 좁아진 유수단면적에 의한 통수능 저하로 발생하는 홍수위 증가 등 많은 위험성을 내포하고 있다. 이에 대한 해결책 중의 하나로 저층수 배사관(bypass pipe)을 활용하여 쌓여진 유사를 하류로 흘려보내는 방법이 있다. 저층수 배사관은 횡단구조물 상류와 하류의 하상을 연결하는 관으로써 상류와 하류의 수두차에 의해 흐름 특성이 결정된다. 하지만 배사관 내 사석이 유입되어 배제되지 않는 경우 배사관의 효율이 현저하게 저하될 가능성이 있다. 본 연구에서는 FLOW-3D를 이용하여 배사관내 사석이 유입되었을 때, 어떠한 조건에서 배제되고 배제되지 않는지를 명확히 하고자 한다. 하상이 평탄한 수로$(13.0(L){\times}5.0(B){\times}1.0(H)m)$를 재현하였으며, 배출관의 직경은 10cm로 결정하였다. 사석의 종류는 4가지(3cm, 5cm, 7cm, 9cm)로써 이를 고려하여 격자크기를 0.5cm로 결정하였다. 이는 사석의 구형형상이 충분히 잘 재현될 수 있는 격자크기이다. 모의 수행은 하류의 수위를 변화시켜가며 수행하였다. 저층수 배사관 내 유동 특성이 상류와 하류의 수두차에 의해 결정되기 때문에, 모의의 효율성을 위해 상류의 수위는 일정한 값으로 진행하였다. 모의 결과 수위차가 클수록 배제가 잘되는 경향을 보였다. 입자의 크기와 상하류 수위차를 무차원화 한 변수를 결정하였다. 분석결과 이 변수가 일정 값을 넘어서는 경우 배제가 되며, 반대로 이 값을 넘어서지 못한 경우 배제가 되지 않음을 확인하였다. 향후 다양한 관의 형상에 대해서도 배사관 내 한계조건을 도출하여, 저층수 배사관의 설계 및 시공에 도움이 되고자 한다.

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Niche characterization of the tree species of genus Ophiura (Echinodermata, Ophiuroidea) in Korean waters, with special emphasis on the distribution of Ophiura sarsi vadicola Dja (한국산 빗살거미불가사리 3종의 서식처 지위- 특히 Ophiura sarsi vadicola Djakonov의 분포를 중심으로)

  • 홍재상;유재원
    • 한국해양학회지
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    • v.30 no.5
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    • pp.442-457
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    • 1995
  • The relationships of environmental factors to the distribution patterns of the three species of ophiuroids, Ophiura kinbergi, O. sarsi and ). sarsi vadicola from Yellow Sea southeast seas and East Sea of Korea were studied to characterize their habitual niches. These three species chosen for study illustrated distinct niche and patterns according to their various preferences mainly for bottom water temperature, bottom water salinity and depth from seven environmental variables which were depth, bottom water temperature and salinity, density, bottom water oxygen content, grain size of the surface sediment, and sediment sorting coefficient. The results of habitat niche study mainly dealing with O. sarsi vadicola suggested that the optimum habitat rages were approximately 6$^{\circ}C$∼10$^{\circ}C$ in bottom temperature and 31%∼33.5% in bottom water salinity which also corresponded with the characteristic ranges of Yellow Sea Bottom Cold Water and higher probabilities of occurrence (more than 70%) were found in depth ranging from 100 to 200 m. In addition, the habitats of O. kinbergi and O. sarsi were compared with that of O. sarsi vadicola. Their ranges of habitat niches were found to have different niches in physical space of bottom water temperature, bottom water salinity and depth. Based on the distribution pattern of O. sarsi vadicola in the Yellow Sea, the ecological barrier which confined the distribution of benthic macro-invertebrates in southern Yellow Sea was determined to be the Yellow Sea Warm Current (approximately 34% < and 18$^{\circ}C$ in December) which occurs between 33$^{\circ}$ and 34$^{\circ}$N of southern Yellow Sea in winter time.

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Paleoenvironments in Western Part of the East Sea, Korea, during the Late Quaternary Using Benthic Foraminifera (저서성 유공충에 의한 한국 동해 서부 해역의 제 4기 후반 고해양환경 연구)

  • 우한준;정혜경
    • 한국해양학회지
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    • v.30 no.5
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    • pp.493-511
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    • 1995
  • Analysis of the Late Quaternary benthic foraminifera in the cores from the western part of the East Sea, Korea, indicates several distinct changes in the paleoenvironments during the deposition. The palecology of biofacies of Cores PC-1 from the upper slop and PC-2 from the rise shows several distinct changes in bottom water temperatures during the late Quaternary. The Core PC-4 from the Ulleung Basin generally consists of agglutinated genus, Muiliammina, and anaerobic calcareous genus, Bolivina, in biofacies, suggesting that the anoxic bottom condition was prevailed during the deposition. Benthic foraminiferal rare or barren zones in the Cores indicate the limits of water circulation caused by lower sea-level in the regions during the glacial period through the Late Quaternary. The changes of benthic foraminiferal biofacies reflect temporal and spacial variations in overall bottom environments, such as bottom water temperature, dissolved oxygen, and water circulation pattern. The benthic foraminiferal data can be used to interpret paleoclimatic conditions and predict global sea-level changes, and the results of these studies should be useful to understand the evolutional history of the East Sea through the Late Quaternary.

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A Experimental Study on Exclusion Ability of Riprap into Bypass Pipe (저층수 배사관 내 유입된 사석 배출능력에 대한 연구)

  • Jeong, Seok Il;Lee, Seung Oh
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.1
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    • pp.239-246
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    • 2017
  • There are various transversal structures (small dams or drop structures) in median and small streams in Korea. Most of them are concrete structures and it is so hard to exclude low-level water. Unless drainage valves and/or gates would not be installed near bottom of bed, sediment from upstream should be deposited and also contaminants attached to the sediments would devastatingly threaten the water quality and ecosystem. One of countermeasures for such problem is the bypass pipe installed underneath the transversal structure. However, there is still issued whether it would be workable if the gravels and/or stones would roll into and be not excluded. Therefore, in this study, the conditions to exclude the rip stone which enter into the bypass pipe was reviewed. Based on sediment transport phenomenon, the behavior of stones was investigated with the concepts from the critical shear stress of sediment and d'Alembert principle. As final results, the basis condition (${\tau}_c{^*}$) was derived using the Lagrangian description since the stones are in the moving state, not in the stationary state. From hydraulic experiments the relative velocity could be obtained. In order to minimize the scale effect, the extra wide channel of 5.0 m wide and 1.0 m high was constructed and the experimental stones were fully spherical ones. Experimental results showed that the ratio of flow velocity to spherical particle velocity was measured between 0.5 and 0.7, and this result was substituted into the suggested equation to identify the critical condition wether the stones were excluded. Regimes about the exclusion of stone in bypass pipe were divided into three types according to particle Reynolds number ($Re_p$) and dimensionless critical shear force (${\tau}_c{^*}$) - exclusion section, probabilistic exclusion section, no exclusion section. Results from this study would be useful and essential information for bypass pipe design in transveral structures.

Tidal Current and Suspended Sediment Transport in the Keum Estuary,West Coast of Korea (錦江 鹽河口에서의 潮流와 浮游堆積物 이동)

  • 오임상;나태경
    • 한국해양학회지
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    • v.30 no.3
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    • pp.147-162
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    • 1995
  • The circulation due to tidal current and river discharge, and the associated suspended suspended sediment transport in macrotidal Keum Estuary, were studied through a series of field measurements of tidal currents and suspended sediment concentration at three anchored stations from 1990 through 1992. From the measurements, the following results were obtained. At the seaward entrance of the estuary, the veritical profiles of the ebb and flood currents were almost symmetric. At the southern channel the flood current was dominant in the whole water column, but in the northern channel the ebb current was dominant in the surface and bottom layers and the flood current was dominant in the intermediate layer. The maximum velocity of the tidal current in the southern channel was 174 cm/s during flood tide in the intermediate layer. The maximum velocity, 148 cm/s in the northern channel also appeared during flood tide in the intermediate layer. However, in the surface and bottom layers, the maximum velocities were 110.6 cm/s during ebb tide and 92.1 cm/s during flood tide, respectively. The type of the Keum Estuary can be categorized to 'Type 3' of Hansen and Rattray's scheme. The water column of the estuary during the flood tide becomes stratified, and after high water the ebb current reduces the density difference and the water column becomes turbulent. The lower layer of the water column is generally turbulent. The largest sediment flux 20.61 ton/s was found in the southern channel during flood current in the lowest river discharge (May, 1991), while the smallest flux, 0.65 ton/s in the northern channel in the lowest tidal range (July, 1992). The stronger bottom shear velocity for the present study area seems to erode the bottom sediments during the flood tide, and the relatively long duration of the ebb tide to transport the suspended sediments. Under normal river discharge conditions, the suspended sediments are transported mainly through the southern channel. However, under high river discharge condition the suspended sediment transport is dominant through the northern channel.

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High-resolution Echo Facies Analysis of Sedimentary Deposits around Dok-Island Volcanoes (독도 화산군 주변 퇴적층의 고해상 탄성파상 분석)

  • Lee, Yong-Kuk;Han, Sang-Joon;Yoon, Seok-Hoon
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.6 no.2
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    • pp.103-113
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    • 2001
  • This study presents Quaternary sedimentation pattern around Dok-Island volcanoes (Dok Island and Dok Seamount), based on analysis of high-resolution (chirp) echo characters. Echo facies If, showing sharp, continuous bottom echo without subbottom reflectors, is recorded mainly from the flat tops of the volcanoes. This facies indicates sands and gravels (re) deposited by shallow marine processes. Echo facies IIA in the basin floor and basal slopes of the volcanoes and Oki Bank is characterized by semi-prolonged bottom and several parallel subbottom echoes. This facies reflects hemipelagic settling with intermittent influences of turbidity currents in the slope areas. Echo facies IIC is recorded from acoustically-transparent debrite masses on the basal slopes of the volcanoes and Oki Bank. Echo facies IIIA is characterized by irregular hyperbolic echoes in the slope areas of the volcanoes. It suggests hard rock basement or irregular volcanic edifices. Echo facies IIIC shows regularly-overlapping hyperbolic bottom echoes. It is interpreted to represent rock-fall deposits (talus) accumulated in the mid-slope area. Echo characters and topography suggest that the tops of Dok-Island volcanoes were flattened and lowered by shallow-marine erosional processes. The eroded sediments were transported to and deposited in the base of slope and basin plain mainly by debris flows and turbidity currents along submarine canyons and valleys.

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Assessment of Bacterial Abundance and Activities in Sediment of Daecheong Dam Reservoir (대청댐 저층 퇴적물 박테리아 군집과 활성 평가)

  • Kong, In Chul;Lee, Yo Sang
    • Journal of Environmental Impact Assessment
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    • v.12 no.1
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    • pp.35-44
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    • 2003
  • Bacterial activities of dam reservoir sediments were assessed using the methods of viable counts, ATP contents, dehydrogenase activity, and oxygen consumption. Viable heterotrophs in collected sediments were observed in the range of $10^6{\sim}10^{10}$ CFU/g dry wt. sediment. All assessed methods showed high activities in sediment samples collected from near dam site. In addition, bacteria increase in sediments amended with cellulose, starch, lipid, and protein compounds. Various ranges of antibiotics and heavy metals resistance bacteria were also detected, especially, 10~100 times less numbers of Cd resistance bacteria were observed compared with those of Pb and Cr. In general, antibiotics resistance groups were in the range of $10^{-1}{\sim}10^{-6}$ times of control.

Study of Characteristics of Seasonal Fluctuation of Water Quality and Sediment Environment in Kamak Bay in 2007 (2007년 가막만의 해양수질 및 저질의 계절 변동에 관한 연구)

  • Cho, Hyun-Seo;Cho, Geun-Ock;Park, Jeong-Chae;Kim, Hae-Ju
    • Proceedings of KOSOMES biannual meeting
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    • 2008.05a
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    • pp.129-132
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    • 2008
  • This study was performed to characterize the seasonal variation of water quality and sediment environment from May, 2007 to February, 2008 in 20 stations of Kamak bay. $4.83\sim11.07mg/L$ on surface and $4.70\sim11.19mg/L$ on bottom in DO, $0.16\sim2.03mg/L$ on surface and $0.10\sim1.55mg/L$ on bottom in COD, $0\sim3.04{\mu}g$-at/L on surface and $0\sim15.21{\mu}g$-at/L on bottom in DIN, $0\sim3.04{\mu}g$-at/L on surface and $0\sim2.01{\mu}g$-at/L on bottom in DIP. IN sediment the ranges were 3.80 to 9.78% in IL, $0\sim5.37mg/g$-dry in AVS and $3.09\sim41.01mg/g$-dry in COD.

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