• Title/Summary/Keyword: 침강 속도

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Comparison of Evaluation Methodologies of Atmospheric Dry Deposition Flux (대기건식침적량 평가방법의 비교)

  • 정장표;이승훈;장남익
    • Proceedings of the Korea Air Pollution Research Association Conference
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    • 2000.11a
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    • pp.109-111
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    • 2000
  • 지금까지 대기침적량의 산정에는 크게 대기중의 오염물질 농도와 침적속도를 이용하여 추정하는 방법 (atmospheric flux methods)과 대리표면을 이용하여 건성침적량을 직접 측정하는 표면분석 방법(surface analysis methods)이 주로 이용되고 있다. 전자는 대기중 오염물질 농도를 관측ㆍ분석함으로써 eddy correlation, aerodynamic gradient methods 등의 미기상학적인 방법이 여기에 해당되며 균일하지 못한 표면이나 중력침강이 주가되는 조대입자에 대해 사용이 제한되는 단점이 있다. 이에 반해 대체표면을 사용하는 방법은 일반적으로 시료채취 및 분석과정에 있어서 통제가 용이하기 때문에 현재 광범위하게 널리 사용되고 있다. (중략)

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The Characteristic of Dry Deposition of PAHs with the Surrogate Surface (대체 표면을 이용한 $PAH_s$의 건식 침적 특성에 관한 연구)

  • 김형섭;김종국;김영성;진현철
    • Proceedings of the Korea Air Pollution Research Association Conference
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    • 2003.11a
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    • pp.323-324
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    • 2003
  • 건식 침적은 오염물질의 물리 화학적 특성과 기상상태(온도, 풍속, 대기안정도 등)와 표면 특성의 함수이다. 건식 침적은 크게 가스상 침적과 입자상 침적으로 나뉘어 지며, 입자상 침적은 다시 중력침강에 주로 영향을 받는 조대입자 영역과 브라운 운동에 주로 영향을 받는 미세 입자 영역으로 나뉘어 질 수 있다. 건식 침적량은 일반적으로 이론적인 건식 침적 속도와 실측된 대기 농도로부터 추정되어지거나 혹은 대체 표면 측정과 같은 직접적인 측정방법을 이용하여 산출되어진다. (중략)

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A Study on Estimation of Wet Deposition Flux using ADOM (ADOM을 이용한 습성침적 플럭스 산정에 관한 연구)

  • 이화운;문난경;임주연
    • Proceedings of the Korea Air Pollution Research Association Conference
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    • 2001.11a
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    • pp.87-88
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    • 2001
  • 대기오염물질 제거에 중요한 역할을 하는 침적 현상은 크게 건성침적(dry deposition)과 습성침적(wet deposition)으로 구분된다. 건성침적은 오염물질이 중력이나 분자 확산에 의해 지면이나 그 부근에 침강ㆍ흡착하는 현상이며, 습성침적은 구름 속의 에어로졸이 응결핵으로 제거되는 성우제거(rainout)와 구름 이하의 고도에서 강수에 의해 제거되는 세척제거(washout)와 같은 현상을 일컫는다. 습성침적은 강수 및 구름 물리와 관련하여 대기 중 오염물질 제거에 큰 비중을 차지함에도 불구하고 건성침적에 비해 그 연구가 미흡한 실정이며, 침적 모형을 이용한 연구는 더욱 찾아보기 어렵다. (중략)

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Analysis on Seasonal Variation of Settling Velocity of Fine-Cohesive Sediments in Kunsan Coast (군산해역 미세-점착성 퇴적물 침강속도의 계절적 변화 해석)

  • 황규남;천민철
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2002.08a
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    • pp.216-220
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    • 2002
  • 대부분의 하구역에 널리 분포되어 있는 미세-점착성 퇴적물은 과다 침식 혹은 과다 퇴적으로 인한 해안 침식 및 항로 매몰 등의 문제와 독성 물질과의 용이한 결합 및 수체 내 태양광 투과능 저하 등으로 인한 환경 오염 문제 등을 야기한다는 것은 잘 알려진 사실이다. (중략)

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Estimation of Retained Rate in Open-water Sediment Disposal (개방수역 퇴적물 처리에서 유보율의 평가)

  • Shin, Hosung;Kim, Kyu-Sun
    • Journal of the Korean Geotechnical Society
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    • v.31 no.11
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    • pp.49-60
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    • 2015
  • Open-water sediment disposal has many applications in costal construction. Dumping of sediment in open water can be divided into descending stage under water and sedimentation stage on the seabed, and retained rate is evaluated from analyzed results of these two successive stages. Descending particle cloud have two distinct thermal and swam phase, and trajectory equations for each phase are derived to describe settling velocity and radius of particle cloud. For sedimentation stage, a numerical simulator is used to calculate growth factors for particle fiction angle and current velocity. Retained rate is defined as a mass rate of remained sediment inside the circle which has a center at dumping point on the sea level and user-defined effective radius. Retained rate map for Singapore coast is presented with water depth of 20 m, current velocity of 0.0~1.5 m/s, and effective radius of 5 m. It will decrease sediment mass loss during disposal operation and minimize surrounding environmental pollution.

Elasticity of the Funnel Ribs and Hydrodynamic Characteristics on the Sea Eel Pots (장어통발의 깔대기 탄성과 유체역학적 특성)

  • Kim, Yong-Hae;Ha, Jeong-Sik
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.23 no.4
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    • pp.157-162
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    • 1987
  • The basic experiments on the plastic sea eel pots used in fishing were carried out in order to investigate the elasticity of the funnel ribs, hydrodynamic resistance, sinking time and diffusion of the bait from June to October, 1987. The elasticity of the bamboo funnel ribs was higher than that of the polypropylene ribs up to the load 150g. The hydrodynamic resistance R (kg) of the pots towing to the head direction horizontally in relation to towing velocity V (m/sec) was expressed as following formula; R=0.36V super(2.01) and coefficient of drag C sub(D) was 0.52. The sinking times of the covered pots by tape fully or partially were late 1-2 second than the typical pots within the water depth 7.5m. The diffusion tendency through the covered pots using dye and sardine extracts solution was concentrated to the entrance more than the typical pots. However, fishing efficiency as number and weight of fish per pots for nine times fishing operation was revealed no difference between the covered pots and the typical pots.

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Effects of Extruded-floating, Slow-sinking, Fast-sinking or Moist Pellet Diets on the Growth and Body Composition in Korean Rockfish(Sebastes schlogeli) (부상, 반부상, 침강 및 습사료가 조피볼락의 성장 및 어체 조성에 미치는 영향)

  • 이상민;전임기;김광석
    • Journal of Aquaculture
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    • v.10 no.2
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    • pp.163-169
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    • 1997
  • An experiment was conducted to determine the effects of feeding extruded-floating (EP), slow-sinking (SP), fast-sinking (FP) or moist (MP) prepared with two different levels of fish meal, respectively, on the growth, feed efficiency and body composition in Korean rockfish (Sebastes schlegeli). Triplicate groups of the 50 fish averaging 75g were fed each of the following diets : high fish meal (72% in diet)-EP, low fish meal SP, low fish meal-FP and low fish meal-MP for 15 weeks. Dietary fish meal levels or pellet types did not influence weight gain, feed efficiency and bo요 composition of the fish (P>0.05). Findings showed that each of EP, SP or FP can by used as a practical type of diet for Koran rockfish.

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FRACTAL DIMENSION OF SIMULATED SEDIMENTS (모의류사의 쪽거리 차원)

  • 김형수;윤용남
    • Water for future
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    • v.27 no.3
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    • pp.115-121
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    • 1994
  • Cohesie sediment movement in estuarine systems is strongly affected by the phenomena of aggregation and flocculation. Aggregation is the process where primary particles are clustered together in tightly-packed formations; flocculation is the process where aggregates and single particles are bonded together to form large particle groups of very low specific density. The size, shape and strength of the flocculants control the rate of deposition and the processes of pollutant exchange between suspended sediments and ambient water. In estuarine waters, suspended sediments above the lutocline form the mobile suspension zone while below the lutocline they form the stationary suspension zone. Suspended particles in the mobile zone are generally in a dispersed state and the controlling forces are the Brownian motion and the turbulent flow fluctuations. In the stationary suspension zone, the driving force is the gravity. This paper discusses the settling and particle flocculation characteristics under quiescient flow conditions. Particles are entering the study domain randomly. Particles in the mobile suspension zone are simulated by using the Smoluchowski's model. Flocs created in the mobil suspension zone are moving into the stationary suspension zone where viscosity and drag effects are important. Utilizing the concepts of the maximum Feret's diameter and the Minkowski's sausage logic, the fractal dimension of the flocs within the stationary suspension is estimated and then compared with results obtained by other studies.

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Evaluation of Dissipation Behavior of Excess Pore Pressure in Liquefied Sand Deposit Using Centrifuge Tests (원심모형실험을 이용한 액상화 모래지반의 과잉간극수압 소산거동 분석)

  • Kim Sung-Ryul;Ko Hon-Yim;Kim Myoung-Mo
    • Journal of the Korean Geotechnical Society
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    • v.22 no.1
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    • pp.53-61
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    • 2006
  • Soil liquefaction occurs by complex dynamic interaction between soil particles and pore fluid. Therefore, experimental researches have been widely performed to analyze liquefaction phenomena. In this research, centrifuge tests were performed to analyze the liquefaction behavior of horizontal sand ground. Centrifugal acceleration was 40g and the thickness of model ground was 25cm, which simulates 10m thickness in prototype scale. Viscous fluid was used as pore fluid to remove the time scaling difference between dissipation and dynamic shaking. Test results showed that the dissipation of excess pore pressure is the combined behavior of solidification and consolidation. In addition, the solidification rate, the ground acceleration amplitude, and the dynamic permeability during solidification were influenced by the confining pressure.