• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.20 no.3
• /
• pp.255-264
• /
• 2002

The topography is recognized as an important factor in determining the streamflow response of watershed to precipitation. In watershed analysis, stream networks are very important parameters. Each DEM grid size and flowaccumulation threshold value of drainage accumulation matrix have influence on stream networks extracted by using grid DEM. Therefore, stream networks extracted from DEM varies with each DEM grid size and flowaccumulation threshold value. Generally, small threshold values will generate more detailed stream network with higher drainage density High threshold values will generate coarser stream networks. In this paper, total stream length in the study area was used to calculate the flowaccumulation threshold value by each DEM grid size. Stream network was derived by each DEM grid size, which is applied flowaccumulation threshold value. Regression equation was derived by correlation between flowaccumulation threshold value and each DEM grid size.

• The Korean Journal of Financial Studies
• /
• v.9 no.1
• /
• pp.69-93
• /
• 2003

본 연구는 자사주매입에 대한 공시가 기업가치에 어떠한 영향을 미칠것이며 공시일 전후 주가반응이 자사주매입 한도 변경에 따라 시장에서 어떻게 반응할 것인지 그리고 아직 학계에서 다루어지지 않은 미시적인 관점에서 실제 자사주매입 비율에 영향을 미치는 요인이 무엇인지에 관해 실증분석을 실시하였다. 실증분석 결과 자사주매입 공시일 전후 유의적인 양(+)의 비정상초과수익률을 나타내었으며, 한도확대 이후 누적비정상수익률은 유의적으로 증가하였다. 목표매입비율이 클수록 유의적으로 누적비정상수익률은 증가하는 것으로 나타나고 있어 자사주 취득에 대한 저평가 가설을 지지하는 것으로 해석된다. 예기치 않은 현금흐름은 대체로 누적비정상수익률과 양(+)의 유의적인 관계를 보여 예기치 않은 현금흐름이 많은 기업일수록 자사주매입의 정보효과가 크게 나타나 Stephens & Weisbach(1998)의 결과와 일치하였다. 또한, 자사주매입 이후 1개월의 성과를 나타내는 누적비정상수익률은 실제 자사주매입 비율과 유의적인 부(-)의 관계를 보여 공시 이후 주가가 상승할수록 목표대비 실제 자사주매입액은 감소하여 경영자가 공시 이후 주가변화추이에 따라 자사주매입 수량을 조정하고 있는 것으로 파악되었다.

• Journal of the Korean Association of Geographic Information Studies
• /
• v.5 no.3
• /
• pp.19-32
• /
• 2002

Topographic information is indispensable in the applications that require elevational data. These applications are exemplified by watershed partition, extraction of drainage networks, viewshed analysis, derivation of geomorphologic features, quantification of landslide-terrain, and identification of topographic settings susceptible to landsliding. Therefore, we study the accuracy of data on topographic parameters derived from digital elevation models(DEMs). This research wished to analyze the effect that data source and grid size get in topography parameter using gridded DEM. An analysis of topography parameter extract and compared drainage basin, watershed slope, stream network using DEM is constructed by digital map and DTED DEM. Especially, when extract stream network from gridded DEM, received much effects according to threshold value of flowaccumulation regardless of DEM grid size. Therefore, this study applied equal threshold value of flowaccumulation for two data sources, and compare and analyzed stream network.

• Journal of the Korea Institute of Information and Communication Engineering
• /
• v.13 no.5
• /
• pp.988-995
• /
• 2009

One of the most popular services of Telematics is a shortest path finding from a starting point to a destination. In this paper, a dynamic shortest path finding system with forecasting result of traffic flow in the future was developed and various experiments to verify the performance of our system using real-time traffic information has been conducted. Traffic forecasting has been done by a prediction system using Bayesian network. It searched a dynamic shortest path, a static shortest path and an accumulated shortest path for the same starting point and destination and calculated their travel time to compare with one of its real shortest path. From the experiment, over 75%, the travel time of dynamic shortest paths is the closest to one of their real shortest paths than one of static shortest paths and accumulated shortest paths. Therefore, it is proved that finding a dynamic shortest path by applying traffic flows in the future for intermediated intersections can give more accurate traffic information and improve the quality of services of Telematics than finding a static shortest path applying by traffic flows of the starting time for intermediated intersections.

• Journal of the Korean Geotechnical Society
• /
• v.15 no.6
• /
• pp.111-120
• /
• 1999

Leachate flow behavior due to intermediate cover soil of low hydraulic conductivity and the applicability of pumping method for reducing the leachate level in the landfill are analyzed with the numerical flow model, MODFLOW. Using the hydraulic conductivity and storativity data obtained from the field pumping and slug tests(Jang and Cho, 1999), the hydraulic condition within the landfill is validated. The optimum rate of pumping, the radius of influence, and the efficiency of horizontal drain are analyzed for reducing the leachate level in the landfill. From the results of the analyses, the barrier effect that the buried cover soil of low hydraulic conductivity prevents the vertical movement of leachate flow through the cover soil, which is found from the in-situ geotechnical studies(Jang and Cho, 1999), is identified again. Also, the installation of horizontal drains to the pumping well can increase the pumping rate from 120 ton/day per a well to 300 ton/day. The length of horizontal drain did not influence significantly on the drawdown-time curve of leachate in the landfill.

• Journal of the Korean earth science society
• /
• v.22 no.6
• /
• pp.512-527
• /
• 2001

Separated flows passed complex geometries are modeled by discrete vortex techniques. The flows are assumed to be rotational and inviscid, and a new techlnique is described to determine the stream functions for linear shear profiles. The geometries considered are the snow cornice and the backward-facing step, whose edges allow for the separation of the flow and reattachment downstream of the recirculation regions. A point vortex has been added to the flows in order to constrain the separation points to be located at the edges, while the conformal mappings have been modified in order to smooth the sharp edges and to let the separation points free to oscillate around the points of maximum curvature. Unsteadiness is imposed to the flow by perturbing the vortex location, either by displacing the vortex from the equilibrium, or by imposing a random perturbation with zero mean to the vortex in equilibrium. The trajectories of passive scalars continuously released upwind of the separation point and trapped by the recirculating bubble are numerically integrated, and concentration time series are calculated at fixed locations downwind of the reattachment points. This model proves to be capable of reproducing the trapping and intermittent release of scalars, in agreement with the simulation of the flow passed a snow cornice performed by a discrete multi-vortex model, as well as with direct numerical simulations of the flow passed a backward-facing step. The results of simulation indicate that for flows undergoing separation and reattachment the unsteadiness of the recirculating bubble is the main mechanism responsible for the intense large-scale concentration fluctuations downstream.

• Journal of the Korean Society of Hazard Mitigation
• /
• v.8 no.1
• /
• pp.97-102
• /
• 2008

The Natural Resource Conservation Service Curve Number(NRCS-CN) method is one of the widely used methods for computation of runoff from a basin. However, NRCS-CN method has a weak point in that the spatial land use distribution characteristics are ignored by using area-weighted CN value. This study developed a runoff estimation algorithm which can reflect the spatial land-use distribution. The algorithm consists of Moglen's theory and a developed flow accumulation estimation program in FORTRAN. Comparisons between the results from area-weighted CN method and this study showed reasonably good agreement with measured data of experimental watersheds. The developed program predicted lower runoff than the conventional NRCS-CN method. As a conclusion, this study proposes a new design direction which can simulate real runoff phenomena. And the developed program could be applied into runoff minimization design for a basin development.

• Proceedings of the KWS Conference
• /
• 2004.05a
• /
• pp.276-278
• /
• 2004

조선업계에서 선체 건조 시 정도관리는 부재가 공, 조립, P/E 및 도크 작업에 이르는 일련의 흐름을 원활하게 하는 핵심기술이다. 조립과정에서 누적되는 여러 가지 변형 오차를 교정하기 위한 작업들로 인해 생산성이 저하되고 있다. (중략)

• Proceedings of the Technology Innovation Conference
• /
• 2004.06a
• /
• pp.249-269
• /
• 2004

현재 국내 원자력 발전산업은 상당한 기술자립을 이루었고, 외국으로의 기술 수출을 시도하고 있을 정도로 상당한 경쟁력을 갖고 있다는 의견이 지배적이다. 실제 한국전력, 원자력 연구소 등에서는 원자력 기술을 해외에 수출하고자 노력하고 있다. 원자력 발전기술의 해외 수출이나 연구개발 사업에서 가장 중요한 지표 중의 하나가 원자력 발전산업의 기술수준 또는 기술경쟁력이다. 또한 국외 뿐 아니라 국내에서도 발전원별 경쟁체재 도입으로 인해 원자력 발전의 경쟁력 평가는 원자력의 타 발전원 대비 경쟁력 확보 측면에서 중요한 사항이 되었다. 본 연구에서는 원자력 발전산업의 효율적인 기술개발 전략 수립을 지원하기 위한 모델을 System Dynamics 방법론을 사용하여 개발하였다. 이를 위하여 우선 원자력 발전산업의 기술경쟁력 평가를 위한 변수 및 평가범위를 선정하고, 선정된 변수들의 인과관계를 정성적으로 평가할수 있도록 인과지도(Casual Loop Diagram)를 개발하였으며, 이를 정량화하여 평가할 수 있도록 흐름도(Stock Flow Diagram)를 개발하였다. 개발된 모델을 사용하여 총 연구비 등의 정책관련 변수들을 변화시키면서 시뮬레이션을 수행해보았다. 본 연구의 한 결과로서 기준 시나리오에 대한 분석 결과 2004년 이후의 원자력발전산업 순편익 누적 결과는 다음과 같다. 순편익 누적(억원) : 2015(년도) 19,169, 2025(년도) 61,396, 2035(년도) 106,598, 2045(년도) 143,813, 발전 비용 감소분 누적(억원) : 2015(년도) 9,370, 2025(년도) 39,182, 2035(년도) 73,409, 2045(년도) 103,212, 국산화율 증가로 인한 수입액 감소분 누적(억원) : 2015(년도) 6,388, 2025(년도) 13,367, 2035(년도) 18,756, 2045(년도) 22,595, 시장점유율 증가로 인한 수출액 증가분 누적(억원) : 2015(년도) 3,411, 2025(년도) 8,847, 2035(년도) 14,433, 2045(년도) 18,005 또한 시나리오 비교평가를 실시하여 본 결과, 본 연구에서 정의한 순편익 누적(Cumulative Net Profit) 변수를 적용하면 현재 연구비 추세 대비 $30\%$ 까지 연구비를 증가 시키는 것이 효율적임을 알 수 있었다.

• Journal of Soil and Groundwater Environment
• /
• v.12 no.6
• /
• pp.17-25
• /
• 2007

Convergent flow tracer test for 2 m (IW-1 well) and 5 m (IW-2 well) of test scale was conducted at the alluvial aquifer with high permeability and storativity. Pumping rate for convergent flow tracer test were $2,500m^3/day$, and the chloride tracer of 5 kg was instantaneously injected into IW-1 and IW-2 wells. Differences of first arrival time and peak concentration were analyzed by using the concentration breakthrough curves of chloride. Recovered chloride mass were analyzed by recovered cumulative mass curves. And, increment and decrement for chloride concentration were analyzed through chloride concentration versus recovered cumulative mass ratio graphs. Also, increment and decrement ratios of chloride concentration were estimated through linear regression analyses for increment and decrement intervals of chloride concentration. Longitudinal dispersivities were estimated by quot;Converging Radial Flow With Instantaneous Injectionquot; method using CATTI code. Longitudinal dispersivities estimated by CATTI code were 0.4152 m between pumping well and IW-1 well, and 3.2665 m between pumping well and IW-2 well. Longitudinal dispersivity was increased according to far distance from the pumping well. The longitudinal dispersivity according to distance were estimated as 0.21 between pumping well and IW-1 well, and 0.65 between pumping well and IW-2 well.