• 대한원격탐사학회지
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• 제30권6호
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• pp.743-754
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• 2014

본 연구에서는 2005년부터 2008년 사이 한반도에서 고농도 $SO_2$가 관측된 날에 대하여 Ozone Monitoring Instrument (OMI) 이산화황자료 및 역궤적 계산을 통해서 중국으로부터 한반도로 장거리 수송되는 이산화황 flux의 계산 방법을 처음으로 소개하였다. 지표공기에서 측정된 이산화황 농도값과 OMI 센서에서 측정된 이산화황 층적분농도값을 이용하여 장거리 수송된 지표공기에서의 이산화황 flux와 지표부터 특정고도 사이 공기층 내에서의 평균 이산화황 flux를 각각 계산하였다. 위성관측을 이용하여 산출된 평균 flux값은 0.81 이고 최대 $2.11g{\cdot}m^{-2}{\cdot}h^{-1}$ 까지 산출되었고, 지점관측을 통한 지표공기로 유입되는 이산화황의 flux값은 평균 0.50 이고 최대 $1.18g{\cdot}m^{-2}{\cdot}h^{-1}$ 까지 산출 되었다. OMI센서와 지점관측 자료를 바탕으로 산출된 각각의 flux를 상호 비교하였으며 대부분의 경우 수용지역의 지표공기로 유입되는 이산화황 flux 값들이 지표부터 최대 1.5 km 사이의 장거리 수송되어 유입된 공기층 내의 평균 이산화황 flux 값들보다 높은 것으로 계산되었다. 발생원 지역에서 강한 저기압이 발견되는 경우를 포함하여 중국 발생원 지역으로부터 장거기 수송된 공기덩어리가 수용지역의 1.0에서 1.5 km 고도로 빠르게 유입되는 경우 지표부터 최대 1.5 km 사이 공기층 내의 평균 이산화황 flux 는 지표공기에서 산출된 flux 보다 높게 산출되는 경향을 보였다. 추가적으로 산출된 $SO_2$ flux값의 오차를 계산하고 오차값에 영향을 주는 인자들에 대해서 논의 하였다.

• 대기
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• 제15권4호
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• pp.191-202
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• 2005

This study was conducted to estimate how vertically high and horizontally long a sea breeze occurred around Gangneung of the Korean peninsula would be reached to an inland. Geographically, gangneung is located on the center of the east coast shaping an arc, and a coastal line around gangneung has a form extending northwestward and southeastward, respectively. Therefore, an inflow of the northerly has similar effects of the sea breeze since a deep valley of Daegwallyeong, which is one of main ridges of the Taebaek mountains, not only reaches northeastward up to this region but also plays the part of the steering gear changing a wind direction from northerly to easterly, this is, the wind from sea. First of all, the study had defined the sea breeze as a wind blown from NNE to ESE, clockwise. And then, we analyzed characteristics of the sea breeze occurred around gangneung in view of the maximum wind speed and the wind direction for October 1st, 2003 through September 30th, 2004, the upper air database for May through June of 2004, and the wind vector database of AWS (Automatic Weather System). All meteorological information is collected at the weather station of gangneung and by the AWS which is being scattered around this region. Finally, the study figures out that how horizontally long a sea breeze would be reached depends on a level of the easterly inflow. At the first step of the inflow of the sea breeze, the wind from NNW blows into this region by keeping up the speed $3m{\cdot}s^{-1}$, and effects of the northerly are dominated with time and the wind at the inland blows out southwestward cause of the surface friction at the next step. On the other hand, there is no change of wind direction in the inflow at Daegwallyeong because a surface friction of there is smaller than around gangneung, relatively. In other word, the easterly blows toward Daegwallyeong. However, the wind speed is not higher than that of the coast around gangneung.

• 한국터널지하공간학회 논문집
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• 제15권3호
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• pp.333-344
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• 2013

본 연구에서는 절리 암반 내 터널굴착 시 지하수 유출량 예측량이 실제 계측치와 큰 차이가 나는 이유 중 하나인 터널주변 절리암반의 투수계수의 감소 현상에 대해 논의하였다. 현재 터널 설계 시 일반적으로 사용되고 있는 지하수 유출량 산정식은 터널주변 암반이 등방, 균질하고 일정한 투수계수를 유지한다고 가정한다. 하지만, 실제로는 터널주변 절리암반의 투수계수는 터널주변 유효응력 상태에 따라 변화하며, 절리 내 지하수 흐름에 따라 다시 터널주변 유효응력 분포가 영향을 받는 수리-역학적 상호거동을 보인다. 터널굴착 직후 터널 접선방향 유효응력이 응력집중과 간극수압 감소로 인해 급증하고 그에 따라 절리의 닫힘현상이 발생하며, 결과적으로 터널인접 절리암반 링 구간에서 투수계수가 급격히 감소하게 된다. 이러한 터널인접 링 구간 내에서 상당히 큰 간극수압 감소가 발생하게 되어 터널주변 간극수압 분포는 등방 균질의 절리암반으로 가정한 산정식과 큰 차이를 보인다. 본 연구에서는 절리암반의 수리-역학적 상호거동의 개념을 도입하여 터널주변 간극수압 분포와 터널 내 지하수 유입량 산정방법을 제안하고 이를 수치해석을 통해 검증하였다.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2006년도 춘계 종합학술대회 논문집
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• pp.342-346
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• 2006

그 동안 기술적 또는 이론적 배경의 취약으로 인하여 측정이 매우 어렵거나 불가능했던 유량을 산정하는데 유효하게 적용할 수 있으며, 형상에 관계없이 측정비용 및 시간을 많이 줄일 수 있다. 더욱이 전자파 표면 유속계와 함께, 실시간 유입수문곡선을 만들 수 있는 실시간 유량 측정 시스템을 개발하는데 사용될 수 있다.

• Journal of Ship and Ocean Technology
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• 제4권2호
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• pp.13-23
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• 2000

A low-order potential based boundary element method is applied to the prediction of the flow around the cavitating propeller in steady or in unsteady inflow. For given cavitation number, the cavity shape is determined in an iterative manner until the kinematic and the dynamic boundary conditions are both satisfied on the approximate cavity boundary. In order to improve the solution behavior near the tip region, a hyperboloidal panel geometry and a modified split panel method are applied. The method is then extended to include the analysis of time-varying cavitating flows around the propeller blades via a time-step algorithm in time domain. In the method, the steady state oscillatory solution is obtained by incremental stepping in the itme domain. Finally, the present method is validated through comparison with other numerical results and experimental data.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.812-817
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• 2005

The objective of the present work is to develop a time-domain numerical method of broadband noise in a cascade of airfoils. This paper focuses on dipole broadband noise sources, resulting from the interaction of turbulent inflows with the flat-plate airfoil cascade. The turbulence response of a two-dimensional cascade is studied by solving both of the linearised and full nonlinear Euler equations employing accurate higher order spatial differencing, time stepping techniques and non-reflecting inflow/outflow boundary condition. The time-domain result using the linearised Euler equations shows good agreement with the analytical solution using the modified LINSUB code. Through the comparison of the nonlinear time-domain result using the full nonlinear Euler equations with the linear, it is found that the acoustic mode amplitude of the nonlinear response is less than that of the linear response due to the energy cascade from low frequency components to the high frequency ones. Considering the merits of the time-domain methods over the typical time-linearised frequency-domain analysis, the current method is expected to be promising tools for analyzing the effects of the airfoil shapes, non-uniform background flow, linear-nonliear regimes on the broadband noise due to gust-cascade interaction.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 춘계학술대회 논문집
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• pp.521-526
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• 2012

It is essential for the accurate time-domain prediction of broadband noise due to turbulence-cascade interaction to develop inflow/outflow boundary conditions to satisfy the following three requirements: to maintain the back ground mean flow, to nonreflect the outgoing disturbances and to generate the specified input gust. The preceding study(1) showed that Perfectly Matched Layer (PML) boundary condition was successfully applied to absorb the outgoing disturbances and to generate the specified gust in the time-domain computations of broadband noise due to interaction of incident gust with a cascade of flat-plates. In present study, PML boundary condition is extended in order to predict steady mean flow that is needed for the computation of noise due to interaction of incident gust with a cascade of airfoils. PML boundary condition is originally designed to absorb flow disturbances superimposed on the steady meanflow in the buffer zone. However, the steady meanflow must be computed before PML boundary condition is applied on the flow computation. In the present paper, PML equations are extended by introducing source term to maintain desired mean flow conditions. The extended boundary condition is applied to the benchmark problem where the meanflow around a cascade of airfoils is predicted. These illustrative computations reveal that the extended PML equations can effectively provide and maintain the target meanflow.

• 한국소음진동공학회논문집
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• 제22권7호
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• pp.685-691
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• 2012

It is essential for the accurate time-domain prediction of broadband noise due to turbulence-cascade interaction to develop inflow/outflow boundary conditions to satisfy the following three requirements: to maintain the back ground mean flow, to nonreflect the outgoing disturbances and to generate the specified input gust. The preceding study showed that perfectly matched layer(PML) boundary condition was successfully applied to absorb the outgoing disturbances and to generate the specified gust in the time-domain computations of broadband noise due to interaction of incident gust with a cascade of flat-plates. In present study, PML boundary condition is extended in order to predict steady mean flow that is needed for the computation of noise due to interaction of incident gust with a cascade of airfoils. PML boundary condition is originally designed to absorb flow disturbances superimposed on the steady meanflow in the buffer zone. However, the steady meanflow must be computed before PML boundary condition is applied on the flow computation. In the present paper, PML equations are extended by introducing source term to maintain desired mean flow conditions. The extended boundary condition is applied to the benchmark problem where the meanflow around a cascade of airfoils is predicted. These illustrative computations reveal that the extended PML equations can effectively provide and maintain the target meanflow.

• 한국임상수의학회지
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• 제32권1호
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• pp.101-104
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• 2015

4년령의 수컷 골든 리트리버 견이 복부 팽만 및 호흡곤란을 주증상으로 내원하였으며, 신체 검사 결과 부정맥과 심잡음이 청진되었다. 흉복부 방사선 검사 결과 전반적인 심비대, 흉수 및 복수가 관찰되었다. 심초음파 검사에서 비정상적인 승모판 및 삼첨판의 움직임과 역류가 관찰되었으며, 좌심실의 편심성 비대와 좌심방 비대가 보였다. 컬러 도플러 영상에서 확장기에 승모판 입구로부터 좌심실로 유입되는 와류가 관찰되었으며, 수축기에는 좌심방 및 우심방으로의 와류가 보였다. 도플러 검사로 확장기 승모판 유입 속도가 매우 증가하였으며 pressure half time이 지연되었다는 것을 알 수 있었다. 심초음파 검사 결과에 기초하여 승모판 협착증과 병발된 승모판 이형성증과 삼첨판 이형성증을 진단하였다.

• 한국응용과학기술학회지
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• 제31권4호
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• pp.669-678
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• 2014

The amount of waste water generated from the domestic sources is consistently increasing in proportion to economic growth, and the conventional activated sludge process is widely being used for general waste water treatment. But the ministry of environment becomes stringthent treatment standards of N and P (less than 20mg/L of N, 2mg/L of P) to prevent the eutrophication of lake water, and therefore highly advanced treatment technology is required not only in the existing treatment plants where the activated sludge process is being used, but also in newly constructed treatment plants for the treatment of N and P. This study is aimed at highly operating the engineering technology method was developed by domestic to eliminate N and P at the same time. Experiments were conducted in the treatment plant located in Yong In city. The bioreactor was started from the principal equipment for the elimination of N and P and the elimination of organic compounds. It consists of an internal recycle piping from the end of the aerobic tank to the anoxic tank and external recycle piping from the final settling basin to the denitrification tank. By experiment of 4 types separate inflow of waste water to the denitrification tank and the anaerobic tank, and changes in staying time at the anoxic tank and the aerobic tank, the elimination of organic compounds in each type and the relationship in the efficiency between the elimination of N and P were researched.