• Title/Summary/Keyword: 퇴적률

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Discussion on the Late Miocene Biogenic Opal Crash in the Andaman Sea (마이오세 후기 안다만해에서 생물기원 오팔 함량의 폭감에 대한 논의)

  • LEE, JONGMIN;KIM, SUNGHAN;KHIM, BOO-KEUN
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.25 no.1
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    • pp.1-8
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    • 2020
  • Biogenic opal crash at about 6.7 Ma was identified at both IODP Site U1447 and NGHP Site 17 in the Andaman Sea. The different biogenic opal content and general variation pattern between two sites may be attributed to the different concentration of analytical reagent and sedimentation rate estimated by the different chronological approaches. Nevertheless, this study suggests that the biogenic opal crash in the Andaman Sea is closely related to the restriction of Indonesian Throughflow and to the decreasing strength of Indian summer monsoon during the late Miocene, both of which resulted in the reduction of nutrient supply.

Potential of gas generation and natural gas hydrate formation in the near seafloor sediment of the Ulleung Basin (울릉분지 천부 퇴적층에서의 가스 생성과 천연가스 하이드레이트 형성 잠재력)

  • Ryu, Byong-Jae;Lee, Young-Joo;Kim, Ji-Hoon;Kim, Il-Soo;Park, Myong-Ho
    • 한국신재생에너지학회:학술대회논문집
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    • 2006.06a
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    • pp.419-423
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    • 2006
  • Basic studies on natural gas hydrates in the East Sea were been carried out by the Korea Institute of Geoscience and Mineral Resources (KIGAM) from 2000 to 2004 involving 2D multichannel seismic lines and piston coring. 27 piston cores recovered from the deed-water Ulleung Basin of the East Sea were analyzed in this study. In piston cores cracks generally developed parallel to bedding suggest significant gas content. The core analyses showed high total organic carbon (TOC) content, sedimentation rate and heat flow of sediments. The cores recovered from the southern study area show also high residual hydrocarbon gas concentrations for the formation of natural gas hydrates. This study indicates that there is the potential for the generation of biogenic gas and the formation of natural gas hydrates in the near seafloor sediments of the study area.

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Dynamic Properties of Soils at High Amplitude (With Emphasis on Threshold Strain) (흙의 고변형률 진동 특성(한계 변형률을 중심으로))

  • ;Stokoe K.H.Il
    • Geotechnical Engineering
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    • v.7 no.2
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    • pp.41-50
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    • 1991
  • This study investigated the variation of the threshold strain and pore water pressure response of the coils at high amplitude vibration using resonant column test. As a result of tests, threshold shear strains of soft clay, clean quartz sand and stiff volcanic deposit were turned out to be 1$\times$10-2%, 1$\times$10-3%, 1$\times$10-4% respectively. Also, threshold shear Strain was found to be changed with confining pressure for the clean quartz sand. An increase of pore water pressure with shear strain was not significant within the shear strain 3~4$\times$10-3%, but it was abruptly increased beyond shear strain 1$\times$10-2%.

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Relationship between Grain Size and Organic Carbon Content of Surface Sediments in the Major Estuarine Areas of Korea (국내 주요 하구역 표층퇴적물의 입도와 유기탄소 함량 관계)

  • BOO-KEUN KHIM;JU-YEON YANG;HYUK CHOI;KWANGKYU PARK;KYUNG HOON SHIN
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.28 no.4
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    • pp.158-177
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    • 2023
  • An estuary is a transitional water area that links the land and sea through rivers and streams, transporting various components from the land to the sea, which plays an important role in determining primary productivity in the coastal environment, and this coastal ecosystem captures a huge amount of carbon into biomass, known as blue carbon, which mitigates climate change as a potential carbon reservoir. This study examined the variation of mean grain size and organic carbon content of the surface sediments for 6 years and analyzed their relationship in the western and southern estuarine areas (Han River Estuary, Geum River Estuary, Yeongsan River Estuary, Seomjin River Estuary, and Nakdong River Estuary) and the East Sea upwelling area. During the sampling period (2015 to 2020), seasonal variation of both properties was not observed, because their variations might be controlled by diverse oceanographic environments and hydrographic conditions within each survey area. However, despite the synoptic problem of all samples, the positive relationship was obtained between the averages of mean grain size and organic carbon content, which clearly distinguishes each survey area. The unique positive relationship in all estuarine areas implies that the same process by sediment clay particles is important in the organic carbon accumulation. However, additional important factor may be expected in the organic carbon accumulation in the East Sea upwelling area. Further necessary data (sedimentation rate, dry bulk density etc) should be required for the estimation of carbon stock to evaluate the major estuaries in Korea as potential carbon reservoirs in the coastal environment.

Seasonal Sedimentary Characteristics and Depositional Environments after the Construction of seawall on the Iwon Macrotidal Flat (방조제 건설 후 이원 대조차 조간대의 계절별 퇴적학적 특성 및 퇴적환경)

  • Kum, Byung-Cheol;Park, Eun-Young;Lee, Hi-Il;Oh, Jae-Kyung;Shin, Dong-Hyeok
    • Journal of the Korean earth science society
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    • v.25 no.7
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    • pp.615-628
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    • 2004
  • In order to elucidate seasonal sedimentary characteristics and depositional environment after construction of seawall on macrotidal flat, a seasonal observations of surface sediments (total 450) and sedimentation rates on 4 transects have been investigated for 2 years. The eastern area of Iwon tidal flat, has been changed from semi-closed coast to open coast by construction of seawall, shows general seasonal changes similar to characteristics of open coast type, which represented both fining and bad sorted distribution due to deposition of fine sediments under low energy condition in the summer, and relatively coarser and better sorted distribution because of erosion of fine sediments in the winter. In considering angles of transects, distribution patterns of surface sediments, the northern and southern parts of eastern tidal flat are dominantly influenced by wave and tidal effects, respectively. As time goes by, the eastern tidal flat shows coarsening-trend of surface sediments caused by direct effect of tidal current, were and typhoon. Meanwhile the western area of seawall, which has been re-formed by construction seawall, is sheltered from northwesterly seasonal wind. The seasonal change pattern of western area of seawall is slightly different from that of eastern tidal flat. Mean grain size and sorting of surface sediments during spring is finer and worse than those during summer. This seasonal change pattern maybe influenced by topographic effects caused from the construction of seawall. In consideration of all result, the transport of fine sediments in the study area, which is supplied to limited sediments, shows clockwise circulation pattern that fine sediments are transported from the eastern tidal flat to the western area of seawall because of blocking of seawall in the winter and are transported reversed direction the summer. As a result, many changes have been observed in the study area after construction of seawall; however, this change is still in progress and is expected to need continuous monitoring.

Remediation of Sediments using Micro-bubble (미세기포를 이용한 퇴적물 정화)

  • Kang, Sang Yul;Kim, Hyoung Jun;Kim, Tschung Il;Park, Hyun Ju;Na, Choon Ki;Han, Moo Young
    • Journal of Korean Society of Environmental Engineers
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    • v.38 no.8
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    • pp.420-427
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    • 2016
  • This study was conducted on the sediment remediation using micro-bubble to remove fine particles. For this study, characteristics of contamination and release in sediment were analyzed. And then, the characteristics of bubbles on removal efficiency was investigated at various operation conditions. In particle size distribution of the sediment used for the study, the proportion of clay and silt (<0.075 mm) was about 7.7%, sand (0.075~4.75 mm) was about 67.8%, and gravel (${\geq}4.75$) was 24.5%. Total nitrogen (TN) and total phosphorus (TP) of the sediment were 2,790~3,260, 261~311 mg/kg respectively. Ignition loss and water content were 4.1~9.6, 32.9~53.2% respectively. In analysis of removal efficiency according to operation conditions of micro-bubble, it was the highest when operation condition is pressure 6 atm, pressurized water ratio 30%, and coagulant dosage 15 ppm. At the time, the sediment's removal efficiency was 19.9%. Accordingly removal efficiency of TN and TP were 21.4, 22.6% respectively. Finally a research was found that fine particles in sediment were almost removed by micro-bubble, which led to decrease nutrients' release at about 20.1~64.3% in comparison to sediment including lots of fine particles.

Measurement of Net Photosynthetic Rates in Intertidal flats of Ganghwa-gun and Incheon North Harbor using Oxygen Microsensors (산소 미세전극을 이용한 강화군과 인천 북항 조간대 갯벌의 순광합성률 측정)

  • Hwang, Chung-Yeon;Cho, Byung-Cheol
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.10 no.1
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    • pp.31-37
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    • 2005
  • To find out temporal variations of net photosynthetic rate (NPR) of intertidal flats, we measured oxygen microprofiles in sediments with oxygen microsensors 4 times from December 2003 to June 2004. The study areas were the intertidial flats in Janghwa-ri and Dongmak-ri, located on the southwestern and the southern parts of Ganghwa-gun, respectively, and in Incheon North Harbor where the content of organic matter was relatively high. During the investigation, oxygen penetration depths in the tidal flats of Janghwa-ri and Dongmak-ri were high in December (mean values of 4.0-4.1 mm). Thereafter, the oxygen penetration depths declined to mean values of 2.2-2.8 mm and 1.6-1.8 mm in the two tidal flats. Interestingly, the oxygen penetration depths in the Incheon North Harbor tidal flat showed a lower range $(0.8{\pm}0.3\;mm;\;mean{\pm}1SD)$ over the period. The maximum NPR in the Dongmak-ri tidal flat was found in March $(11.1{\pm}2.8\;mmol\;O_2\;m^{-2}\;h^{-1})$, and those In Janghwa-ri $(6.1{\pm}4.1\;mmol\;O_2\;m^{-2}\;h^{-1})$ and Incheon North Harbor $(6.4{\pm}1.4\;mmol\;O_2\;m^{-2}\;h^{-1})$ were observed in May. During the period when NPR was most active, the highest oxygen concentration was found at 0.1-0.5 mm depth below the surface sediment, and was on average 1.8-3.2 times higher than the air-saturated oxygen concentration in the overlying seawater. Although we took into account of low in situ light intensity $(400{\mu}Einst\;m^{-2}\;s^{-1})$ during the investigation in June, NPR in the 3 study areas decreased significantly to less than $0.2\;mmol\;O_2\;m^{-2}\;h^{-1})$. Thus, temporal variations of NPR were somewhat different among the tidal flats. Generally, benthic primary producers inhabiting in the uppermost 0.5 mm of the sediment showed a peak photosynthetic activity in the study areas in spring. This is the first domestic report on photosynthetic rates of benthic microflora in the tidal flats with oxygen microsensors, and the use of the microsensor can be widely applied to measurements of benthic primary production of a tidal flat and the oxygen consumption rate of surficial sediments.

Estimation of Sediment Yield to Sangju-Dam of Nakdong-River Using the RUSLE Model (RUSLE모형을 이용한 낙동강 상주보까지의 토사유출량 산정)

  • Kim, Jong-Hee
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.495-499
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    • 2012
  • 토사유출량이란 강우가 발생한 지점에서 토양침식에 의해 생산된 토사가 퇴적 및 이송 등의 과정을 거쳐 유역의 특정 지점까지 도달한 토사량을 의미한다. 토사유출량을 정확하게 산정하는 방법은 현재까지 없다. 그러나 유역단위의 대략적인 토사유출량 산정을 위해서는 경험적 모형인 USLE 모형과 수정된 형태의 RUSLE 모형 또는 MUSLE 모형이 보편적으로 사용되고 있다. 최근에는 지형정보시스템(GIS)의 발달로 RUSLE 모형과 MUSLE 모형이 주로 사용되는데 연평균 토사량 산정에는 RUSLE 모형이 사용되며 단일호우에 대한 토사량은 MUSLE 모형이 사용된다. 그러나 이 모형들은 구곡 및 하천에서의 수리학적 특성 반영하기 힘든 단점이 있어서 유출지점에 따라 유사전달률(SDR)의 개념이 요구된다. RUSLE 모형과 MUSLE 모형에 사용되는 유사전달률은 외국에서의 경험적 공식으로서 우리나라 유역 실정을 제대로 반영하지 못하는 단점이 있다. 그러므로 추후 연구에는 8~10년 이상의 토사유출량 자료를 바탕으로 그 유역의 유사전달률을 결정하고, 그 결과 값을 이용하여 단일호우 사상의 유출량과 모의유출량을 비교하여 MUSLE 모형의 강우인자인 R값을 산정해야 할 것으로 판단된다. 그 선행 작업으로, 본 연구에서는 RUSLE 모형과 기존의 유사전달률을 사용하여 낙동강 상주보까지의 토사유출량을 산정하였다. 상주보유역은 안동댐유역, 임하댐유역, 안동댐하류유역, 내성천유역, 영강유역으로 구성되며 안동댐유역과 임하댐유역은 댐의 차단으로 본 연구의 토사유출량 산정에서 제외하였다.

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Anisotropy in Strength and Deformation Properties of a Variety of Sands by Plane Strain Compression Tests(Part II) -Deformation Characteristics at Extremely Small Strain Level (평면변형률압축시험에 의한 각종 모래의 강도.변형특성의 이방성(II)-미소변형률에서의 변형특성 이방성)

  • 박춘식;장정욱
    • Geotechnical Engineering
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    • v.14 no.4
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    • pp.33-46
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    • 1998
  • Anisotropy of stiffness, from extremely small strains to post-failure strains, of isotropically consolidated air-pluviated sands in plane strain compression was studied by using the newly developed instrumentation for small strain measurements. Seven types of sand of the world-wide origins were tested, which have been extensively used for research purposes. Stress-strain at the specimen boundaries. It was found that the maximum Young's modulus $E_{max}$ was irrespective of the angle $\delta$ of the $\delta_1$ direction relative to the bedding plane. However, the normalized$ E_{max}$ was varied with the types of sand. Furthermore, the dependency of the strain and stress level on the stiffness was increased as $\delta$ decreased.

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An Experimental Study on Parameter Estimation of Settling and Erosional Properties for Cohesive Sediments in Shihwa Lake (시화호 점착성 퇴적물의 침강.침식 특성 매개변수 산정에 대한 실험적 연구)

  • Ryu Hong-Ryul;Hwang Kyu-Nam
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.18 no.3
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    • pp.179-188
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    • 2006
  • The purpose of this study is to quantitatively estimate the settling and erosional properties for cohesive sediments in Shihwa lake. Settling tests are conducted by multi-depth method using a specially designed 1.8 m tall settling column, and erosion tests are conducted with annular flume under the uniform bed condition. As result of settling tests, it is confirmed that the settling velocity of the cohesive sediments has the range of $0.002 for suspended sediments concentration of 0.1$0.19{\sim}0.55N/m^{2}$ for bed shear stress of $1.14{\sim}1.32g/cm^{3}$, and the erosion rate coefficient decreases with logarithmic function in a range of $18.4{\sim}3.9mg/cm^{2}{\cdot}hr$ with increase of bed shear stress.