• Title/Summary/Keyword: 퇴적속도

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A Practical Algorithm to Simulate Erosion of On-Shore Zone (실용적 해안선 후퇴 반영 알고리즘)

  • Kim, Hyoseob;Lee, Jungsu;Jin, Jae-Youll;Jang, Changhwan
    • Journal of Wetlands Research
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    • v.15 no.3
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    • pp.423-430
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    • 2013
  • An algorithm to allow shoreline movement during numerical experiment on sediment transport, deposition or resuspension for general coastal morphology is proposed here. The bed slope near shoreline, i.e. mean sea level, is influenced by bed material, tidal current, waves, and wave-induced current, but has been reported to remain within a stable range. Its annual variation is not large, either. The algorithm is adjusting the bathymetry, if the largest bed slope within shoreline band exceeds a given bed slope due to continuous erosion at zones below the shoreline. This algorithm automatically describes retreat of shoreline caused by erosion, when used within a numerical system. The algorithm was tested to a situation which includes a continuous dredging at a point, and showed satisfactory development of concentric circle contours. Next, the algorithm was tested to another situation which includes sinking of eroded part of bed plate, and produced satisfactory results, too. Finally, the algorithm was tested to a movable-bed laboratory experimental conditions. The shoreline movement behind detached breakwater was reasonably reproduced with this algorithm.

Operation of CROM System and its Effects of on the Removal of Seston in a Eutrophic Reservoir Using a Native Freshwater Bivalve (Anodonta woodiana) in Korea. (담수산 이매패 펄조개를 이용한 흐름형 유기물 제어(CROM) 운영 - 퇴적물의 영향)

  • Kim, Baik-Ho;Baik, Soon-Ki;Hwang, Su-Ok;Hwang, Soon-Jin
    • Korean Journal of Ecology and Environment
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    • v.42 no.2
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    • pp.161-171
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    • 2009
  • A 'continuous removal of organic matters (CROM) system' using a native freshwater bivalve in Korea Anodonta woordiana, was developed to determine its potential of controlling various sestons in eutrophic lake system, and to evaluate its effect on water quality improvement under consideration of sediment addition as habitat. We designed CROM experiments with four treatments: no mussels and no sediment (W, negative control), no mussels and sediment (WS, positive control), mussels and no sediment (WM), and mussels and sediment (WMS). The experiments were performed at the condition of 18${\sim}$25 L $h^{-1}$ of inflow, mussel density of 486.1 indiv. $m^{-2}$, and temperatures between 15 and $22^{\circ}C$ for 13 consecutive days. Physicochemical and biological parameters were measured at daily (10:00 am) intervals after the mussel addition. Results indicated that mussel stockings without addition of sediment effectively removed sestons (suspended solids and chlorophyll-a) at nearly same level over 80 percentage of the control during the study, while there were no differences in removal activities of sestons between with and without sediment (P>0.5). Therefore, it clearly suggests that CROM system using A. woordiana has a strong potential to control the seston in surface water of eutrophic lake.

Shallow Marine Seismic Refraction Data Acquisition and Interpretation Using digital Technique (디지털 技法을 이용한 淺海底 屈折法 彈性波 探査資料의 取得과 解析)

  • 이호영;김철민
    • 한국해양학회지
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    • v.27 no.1
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    • pp.19-34
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    • 1992
  • Marine seismic refraction surveys have been carried out by Korea Institute of Geology, Mining and Materials(KIGAM) since 1984. The recording of refraction data was based on analog instrumentation. Therefore the resolution of refraction data was not good enough to distinguish many layers. The objective of the interpretation of seismic refraction data is the determination of intervals and critically refracted seismic wave propagation velocities through the layers beneath the sea floor. To determine intervals and velocities precisely, the resolution of refraction data should be enhanced. The intent of the study is to improve the quality of shallow marine refraction data by the digital technique using microcomputer- based acquisition and processing system. The system consists of an IBM AT microcomputer clone, an analog-digital(A/D) converter. A mass storage unit and a parallel processing board. The A/D converter has 12 bits of precision and 250 kHz of conversion rate. The magneto-optical disk drive is used for the mass storage of seismic refraction data. Shallow marine seismic refraction surveys have been carried out using the system at 6 locations off Ulsan and Pusan area. The refraction data were acquired by the radio sonobuoy. The refraction profiles have been produced by the laser printer with 300 dpi resolution after the basic computer processing. 5-9 layers were interpreted from digital refraction profiles, whereas 2-4 layers were interpreted from analog refraction profiles. the propagation velocities of sediments were interpreted as 1.6-2.1 km/sec. The propagation velocities of acoustic basement were interpreted as 2.4-2.7 km/sec off Ulsan area, 4.8 km/sec off Pusan area.

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CHIME Zircon Age of the Gamaksan Alkaline Meta-Granitoid in the Northwestern Margin of the Gyeonggi Massif, Korea, and its Tectonic Implications (경기육괴 북서 연변부 감악산 알칼리 변성화강질암의 CHIME 저어콘 연대와 지체구조적 의의)

  • Cho, Deung-Lyong;Lee, Seung-Ryeol;Suzuki, Kazuhiro
    • The Journal of the Petrological Society of Korea
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    • v.16 no.3
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    • pp.180-188
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    • 2007
  • We carried on CHIME zircon age dating for the Gamaksan alkaline meta-granitoid (GAM) from the northwestern margin of the Gyeonggi massif, and obtained a timing of regional metamorphism at $247{\pm}14Ma$ (n=103, MSWD=0.92). The age is compatible with Permo-Triassic regional metamorphic ages from the Imjingang Belt which has been regarded as possible eastward extension of Triassic collisional belt in China. Considering an extensional ductile shearing of the Gyeonggi (Kyonggi) Shear Zone which deformed GAM occurred at 226 Ma with temperature condition about $500^{\circ}C$ (Kim et al., 2000), and the Late Triassic to Early Jurassic Daedong Group unconformably overlies on top of the ductile shear zone, cooling rate of GAM over the period can be estimated as $18{\sim}10^{\circ}C/Ma$. Since new zircon begin to pow at temperature higher than upper-amphibolite facies condition (${\sim}700^{\circ}C$), cooling rate of GAM from peak metamorphism (247 Ma) to deposition of the Daedong G.oup (${\sim}$Early Jurassic) would be higher than $10^{\circ}C/Ma$. Such rapid cooling rate is compatible with that reported from exhumation stage of the Dabie-Sulu Belt, and supports an idea that the Gyeonngi massif is a part of Permo-Triassic orogenic belt in East Asia.

Seismic exploration for understanding the subsurface condition of the Ilwall-dong housing construction site in Pohang-city, Kyongbook (경북 포항시 일월동 택지개발지구의 지반상태 파악을 위한 탄성파탐사)

  • Seo, Man Cheol
    • Journal of the Korean Geophysical Society
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    • v.2 no.1
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    • pp.45-56
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    • 1999
  • Seismic refracrion and reflection surveys were conducted along an E-W trending track of 482 m long in Ilwall-dong, Pohang. End-on spread was employed as source-receiver configuration with 2 m for both geophone interval and offset. Seismic data were acquired using 24 channels at every shot fired every 2 m along the track. Refraction data were interpreted using equations for multi-horizontal layers. Reflection data were processed in the sequence of trace edit, gain control, CMP sorting, NMO correction, mute, common offset gathering, and filtering to produce a single fold seismic section. There are two layers in shallow subsurface of the study area. Upper layer has the P-wave velocities ranging from 267 to 566 m/s and is interpreted as a layer of unconsolidated sediments. Lower layer has P-wave velocities of 1096-3108 m/s and is interpreted as weathered rock to hard rock. Most of the lower layer classified as soft rock. Upper layer has lateral variations in both P-wave velocity and thickness. The upper layer in the eastern part of the seismic line is 3-5 m thick and has P-wave velocity of 400 m/s in average. The upper layer in the western part is 8-10 m thick and has P-wave velocity of 340 m/s in average. The eastern part is interpreted as unconsolidated beach sand, while the western part is interpreted as infilled soil to develop a construction site. Three fault systems of high angle are imaged in seismic reflection section. It is interpreted that the area between these fault systems are relatively safe. Large buildings should be located in the safe ground condition of no fault and footings should be designed to be in the basement rock of 3-10 m deep below the surface.

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Classification of Hydrologic Soil Groups of Soil Originated from Limestone by Assessing the Rates of Infiltration and Percolation (석회암 유래 토양의 침투 및 투수속도 평가에 따른 수문유형 분류)

  • Hur, Seung-Oh;Jung, Kang-Ho;Sonn, Yeon-Kyu;Ha, Sang-Keun;Kim, Jeong-Gyu;Kim, Nam-Won
    • Korean Journal of Soil Science and Fertilizer
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    • v.42 no.2
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    • pp.103-109
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    • 2009
  • Soils originated from limestone, located at the southern part of Kangwon province and Jecheon, Danyang of Chungbuk province are mainly composed of fine texture, and have different properties from soils originated from granite and granite gneiss, especially for water movement. This study was conducted for classification of hydrologic soil group (HSG) of soils originated from limestone by measuring the infiltration rate of surface soils and percolation rate of sub soils. Soils used for the experiment were 6 soils in total : Gwarim, Mosan, Jangseong, Maji, Anmi and Pyongan series. Infiltration and percolation rate were measured by a disc tension infiltrometer and a Guelph permeameter, respectively. Particle size distribution and organic matter content of the soils were analyzed. HSG, which was made by USDA NRCS(National Resources Conservation Service) for hydrology, of Gwarim series with O horizon of accumulated organic matter was classified as type A which show the properties of low runoff potential, rapid infiltration and percolation rate. HSG of Mosan series, which has high gravel content and very rapid permeability, was classified as type B/D because of the impermaeble base rock layer under 50cm from surface. HSG of Jangseong series with shallow soil depth was classified as type C/D owing to the impermaeble base rock layer under 50cm from surface. HSG of Maji series was type B, and HSG of Anmi series used as paddy land was type D because of slow infiltration and percolation rate caused by the disturbance of surface soil by puddling. HSG of Pyeongan series having a sudden change of layer in soil texture was type D because of the slow percolation rate caused a the layer.

S-wave Velocity Derivation Near the BSR Depth of the Gas-hydrate Prospect Area Using Marine Multi-component Seismic Data (해양 다성분 탄성파 자료를 이용한 가스하이드레이트 유망지역의 BSR 상하부 S파 속도 도출)

  • Kim, Byoung-Yeop;Byun, Joong-Moo
    • Economic and Environmental Geology
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    • v.44 no.3
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    • pp.229-238
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    • 2011
  • S-wave, which provides lithology and pore fluid information, plays a key role in estimating gas-hydrate saturation. In general, P- and S-wave velocities increase in the presence of gas-hydrate and the P-wave velocity decreases in the presence of free gas under the gas-hydrate layer. Whereas there are very small changes, even slightly increases, in the S-wave velocity in the free gas layer because S-wave is not affected by the pore fluid when propagating in the free gas layer. To verify those velocity properties of the BSR (bottom-simulating reflector) depth in the gas-hydrate prospect area in the Ulleung Basin, P- and S-wave velocity profiles were derived from multi-component ocean-bottom seismic data which were acquired by Korea Institute of Geoscience and Mineral Resources (KIGAM) in May 2009. OBS (ocean-bottom seismometer) hydrophone component data were modeled and inverted first through the traveltime inversion method to derive P-wave velocity and depth model of survey area. 2-D multichannel stacked data were incorporated as an initial model. Two horizontal geophone component data, then, were polarization filtered and rotated to make radial component section. Traveltimes of main S-wave events were picked and used for forward modeling incorporating Poisson's ratio. This modeling provides S-wave profiles and Poisson's ratio profiles at every OBS site. The results shows that P-wave velocities in most OBS sites decrease beneath the BSR, whereas S-wave velocities slightly increase. Consequently, Poisson's ratio decreased strongly beneath the BSR indicating the presence of a free gas layer under the BSR.

Effect of Monochromatic Light Emitting Diode on the Growth of Four Microalgae Species (Chlorella vulgaris, Nitzschia sp., Phaeodactylum tricornutum, Skeletonema sp.) (미세조류 4종(Chlorella vulgaris, Nitzschia sp., Phaeodactylum tricornutum, Skeletonema sp.)의 성장에 미치는 발광다이오드 단일파장의 영향)

  • Oh, Seok-Jin;Kwon, Hyeong-Kyu;Jeon, Jin-Young;Yang, Han-Seob
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.21 no.1
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    • pp.1-8
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    • 2015
  • We investigated the effect of monochromatic light emitting diode (LED) on the growth of diatoms Nitzschia sp., Phaeodactylum tricornutum, Skeletonema sp. and green algae Chlorella vulgaris. The four microalgae species were cultured under blue LED (450 nm), yellow LED (590 nm), red LED (650 nm) and fluorescent lamp (mixed wavelengths). The maximum growth rates and cell densities of Nitzschia sp., P. tricornutum and Skeletonema sp. were highest under blue LED, followed by fluorescent lamp, red LED and then yellow LED, however those of C. vulgaris were highest under red LED. This result indicates that blue LED is favorable for the growth of diatoms. Thus, the growth of microalgae under monochromatic light might be species-specific or taxon-specific. Also, these results could be used as an important information in future for remediation of heavy metal contamination in the sediments using LED and microalgae.

Experiment on Settling Behaviour of Fine Mineral Particles (광물성 미립자의 침전거동에 관한 실험)

  • Kim, Jong-Woo
    • Journal of the Korean Society of Hazard Mitigation
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    • v.5 no.1 s.16
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    • pp.13-21
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    • 2005
  • Experiments on settling behaviour of fine-grained particles without destroying the large fragile aggregates were carried out in still water with a CCD (Charged Coupled Device)-Camera. The experiments dealt with the measuring of the vertical concentration profile of cohesive particles with a CCD-Camera and the physico-chemical influences (NaCl, density, temperature and pH value) on the vertical distribution of the concentration. The vertical concentration profile of fine suspended particles (alumina and quartz) was possible up to $20,000\;mg/{\ell}$ with a CCD-Camera. The vertical concentration profile of cohesive sediments was on the decrease because of the increasing initial concentration, temperature and salinity. The vertical concentration profile of alumina was on the decrease quicker than quartz with increasing salinity. Furthermore, the pH value affects the settling behaviour of alumina. At a PH value of 4.2 the settling rate of the particles was very low and on the increase until pH 8.9 because of the aggregation behaviour of particles. From the PH value of 9 the average settling velocity was on the decrease.

Development and application of cohesive sediment transport model (점착성 유사의 이동 모형화 및 적용)

  • Son, Min-Woo;Lee, Guan-Hong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.331-335
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    • 2011
  • 흔히 진흙으로 불리는 점착성 유사는 모래 등의 비점착성 유사와는 다른 특성을 보인다. 가장 큰 특징은 점착력에 의해 서로 엉겨 붙어 큰 덩어리(플럭)를 형성하고 다시 큰 플럭이 파괴되는 과정인 응집현상(Flocculation Process)을 보인다는 것이다. 이 응집현상의 과정을 통해 플럭은 크기 및 밀도를 지속적으로 변화시킨다. 크기 및 밀도의 변화는 플럭의 침강속도를 변화시켜 점착성 유사의 부유, 퇴적, 이송, 확산의 과정에 직접적인 영향을 미친다. 응집현상은 플럭의 침강속도 뿐 아니라 부피농도와 질량농도 사이의 비선형적 관계를 야기하여 흐름 운동량 방정식 유도, 난류의 모형화 등에서도 비점착성 유사와 다른 방향으로 진행된다. 점착성 유사가 우세한 지역의 또 다른 특성은 자기하중에 의한 압밀현상에 따라 발생하는 가변적인 한계소류력이다. 따라서 점착성 유사의 이동을 모형화 하는 과정에서는 가변적인 침식율의 가정 등을 통해 이에 대한 고려가 반드시 이루어져야 한다. 흐름의 운동량 방정식 및 난류 모형에서는 플럭의 부피 농도와 질량농도가 각 항의 물리적 의미에 부합하도록 개별적으로 선택 및 적용되어야 질량보존의 문제 등으로 발생할 수 있는 계산상의 오류를 배제할 수 있다. 적용 결과, 점착성 유사가 우세한 지역에서 나타나는 높은 부유 및 흐름정체기에서의 부유사 존재 등의 특성이 점착성 유사 이동을 위한 모형에서 보다 합리적으로 계산된다는 사실이 확인되었다. 그리고 비점착성 유사에 적합한 이동 모형이 점착성이 우세한 지역에 적용될 경우, 상황에 따라 유사량을 과대 및 과소 산정할 수 있다는 결론이 도출되었다. 조류의 영향이 존재하는 하구부의 경우에는 조류의 형태와 비대칭성에 따라 유사량의 차이가 큰 것으로 나타났다. 조류의 형태는 주로 하구부의 지형에 의해 결정되므로 준설, 매립, 확폭 등과 같은 하구부에서의 사업이 진행되는 경우, 유사량 변화에 대한 고려가 반드시 이루어져야 할 것으로 판단된다.

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