• Title/Summary/Keyword: 부분 경사

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짧은 주기의 근접쌍성 BD And의 측광 및 그 분석을 통하여 살펴 본 RS CVn형 쌍성의 성질과 그 천체물리학적 의미

  • Kim, Cheon-Hwi;Song, Mi-Hwa;Yun, Yo-Na;Han, Won-Yong;Choe, Yong-Jun
    • The Bulletin of The Korean Astronomical Society
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    • v.37 no.1
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    • pp.55.1-55.1
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    • 2012
  • 2010년과 2011년의 관측시즌에 총 23일의 BVR 측광 관측을 통하여 처음으로 얻은 2세트의 BVR 광도 곡선을 분석하였다. 새로운 두 세트의 BVR 광도곡선은 제1식과 제2식의 깊이가 거의 비슷하지만, 식바깥 부분에서 관측 시즌에 따라 서로 다른 모양의 잘 발달된 파형 모양을 보인다. 이는 BD And가 흑점이 활동이 매우 심한 짧은 주기의 RS CVn형 식쌍성임을 나타내는 것이다. 우리의 극심시각을 포함한 모든 극심시각을 분석하여 BD And의 공전주기가 규칙적으로 변하는 것을 발견하였다. 이 변화를 보이지 않는 제3천체에 의한 광시간 효과로 가정하여, 궤도이심율이 0.83이며, 9.15년의 주기를 가진 광시간 궤도를 결정하였다. Wilson-Devinney 쌍성 모형을 이용하여 흑점과 제3광도를 고려한 두 세트의 광도곡선 해를 산출하였고, BD And의 절대량을 구하였다. 식바깥의 파형 모양의 변화는 주성의 표면에 매우 큰 두 개의 흑점과 그 위치와 이동으로 잘 설명되며, 전체 광도의 약 15%에 해당되는 제3광도가 검출되었다. 주기연구에서 구한 제3천체의 궤도요소와 제3광도의 결합으로 제3천체의 질량과 궤도경사각을 유추하였다. BD And의 성분별의 평균 나이가 등연령 곡선으로부터 태양과 비슷한 4.6${\times}$109년으로 산출되었다. BD And를 포함하여 현재까지 알려진 짧은 주기의 RS CVn형 쌍성들의 H-R도가 항성진화 경로와 함께 제시되며, 그 천체물리학적 의미를 살펴본다.

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A Foundmental Study on the Landslide Hazard Assessment Using Database of Ground Height (표고 데이타베이스에 의한 산사태 위험평가의 기초적 연구)

  • Kang, In Joon;Lee, Hong Woo;Kwak, Jae Ha;Joung, Jae Hyeung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.13 no.2
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    • pp.211-218
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    • 1993
  • Landslides, failure of slope stability by natural or artificial factors, occur loss of life and properties. Recently, statistical methods and field measurements are used to a study for prediction of landslide harzard area, but there are so many difficulties to find the occurence system because of its complexity. In this study, authors choose the model area where occured landslides to predict the landslide hazard. Authors made a database of ground height to compare the each topography by scale of 1 : 25,000, 1 : 10,000, 1 : 5,000 and 1 : 1,200. Authors predict to landslide hazard area by the weight of ground height data and slope angle data. Finally, authors could know the possibility of prediction to find the landslide hazard partly.

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A Study on High Temperature Fracture Behavior of Plasma Sprayed Zirconia/ NiCrAlY Coating System (지르코니아 /NiCrAlY 계 플라즈마 용사피막의 고온 파괴거동에 관한 연구)

  • Kim, Yeon-Jik;Im, Jae-Gyu
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.20 no.10
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    • pp.3234-3242
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    • 1996
  • This paper describes experimental results of modified small punch( MSP) test conducted to evaluate the fracure characteristics and mechanical properties of plasma sparayed zirconia ($ZrO_2$ stabilized with 8wt. % $Y_20_3$ : YSZ) NiCrAlY composite. The mixing ratios of YSZ/NiCrAlY were 0/100, 25/75, 50/50, 100/0 v.%. Test temperatures ranged from 293K to 1473K. This study is directed at development of thermal barrrier coating(TBC) system with superior heat resistance and mechanical properties. The microstructure and fracture process of the composite were examined by SEM and AE method. The mechanical properties of 100% YSZ were nearly independent of the temperatures tested in this study. In contrast, the NiCrAlY-containing composites showed a significant decrease of the mechanical properties above 1273K, showing a ductile- brittle transition behavior up to the temperature. Furthermore, it can seen that 25% YSZ/75% NiCrAlY composite gave the highest fracure strength and fracture energy among the mixing ratio tested over the temperature range.

The Prediction of Floodplain Using Web GIS (Web GIS를 이용한 침수범위 예측)

  • 강준묵;윤희천;이형석;강영미
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.19 no.4
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    • pp.337-342
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    • 2001
  • A natural disaster occupies a considerable part among various damages, and the damage of human lifes and property by heavy rain extends to hundreds, and billions in every you. In old times, flood was mainly occurred in big river or sudden slope, but these days, the damage of concentrated heavy rain is being extended to a city. Recently, very big floods occurred continuously, so real time submersion expectation system which can expect the inundation boundary according to the scale is needed so as to protect lifes and property. In this study, in and around Jungrang river, where the damage of flood is big, is chosen as a sample, and the submersion of that area is expected by analyzing the flux and overflowing using DEM, and connecting with Web GIS in real time.

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A study on the Analyses of T-branch Pipe Forming using a Finite Element Method (유한요소법을 이용한 분기배관의 성형해석에 관한 연구)

  • Nam, Jun-Seok;Baek, Chang-Sun;Lim, Kwang-Kyu;SaKong, Seong-Ho;So, Soo-Hyun;Min, Kyung-Tak
    • Fire Science and Engineering
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    • v.21 no.1 s.65
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    • pp.98-105
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    • 2007
  • On this study, we verified the possibilities of making T-branch pipe forming with carbon steel pipes and stainless steel pipes used by common FEM Program(ABAQUS) which are widely used in the fire protection and building construction fields. In this kind of T-branch pipe forming works, in principle, the seamless pipe is used. If the pipe has the seam, the forming face must be the opposite side of the seam. The forming works are carried out by a truncated cone shaped plug. We found that the face slope and the length of plug are the most important factor in pipe forming. Based on the results of forming analyses, we proposed the minimum height and thickness of pipe branch forming.

Classification of Forest Fire Occurrence Risk Regions Using Forest Site Digital Map (수치산림입지도를 이용한 산불발생위험지역 구분)

  • An Sang-Hyun;Won Myoung-Soo;Kang Young-Ho;Lee Myung-Bo
    • Fire Science and Engineering
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    • v.19 no.3 s.59
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    • pp.64-69
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    • 2005
  • In order to decrease the area damaged by forest fires and to prevent the occurrence of forest fires, we are making an effort to improve prevention measures for forest fires. The objective of this study is developing the forest fire occurrence probability model by means of forest site characteristics such as soil type, topography, soil texture, slope, and drainage and forest fire sites. Conditional probability analysis and GIS were used in developing the forest fire occurrence probability model that was used in the classification of forest fire occurrence risk regions.

Pressure Analysis of Sterntube after Bush Bearing Considering Elastic Deflection of Misaligned Journal and Partial Slope of Bearing Bush (탄성 변형된 저어널의 편심과 베어링 부시의 부분경사를 고려한 선미관 후부 베어링의 압력분포 해석)

  • Choung, Joon-Mo;Choe, Ick-Heung
    • Journal of the Society of Naval Architects of Korea
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    • v.44 no.6
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    • pp.666-674
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    • 2007
  • It is very important to estimate static squeezing pressure distributions for lining material of sterntube after bearing at dry dock stage since the maximum squeezing pressure value can be one of the significant characteristics representing coming navigation performances of the propulsion system. Moderate oil film pressure between lining material and propulsion shaft is also essential for safe ship service. In this paper, Hertz contact theory is explained to derive static squeezing pressure. Reynolds equation simplified from Navier-Stokes equation is centrally differentiated to numerically obtain dynamic oil film pressures. New shaft alignment technology of nonlinear elastic multi-support bearing elements is also used in order to obtain external forces acting on lining material of bearing. For 300K DWT class VLCC with synthetic bush of sterntube after bearing, static squeezing pressures are calculated using derived external forces and Hertz contact theory. Optimum partial slope of the after bush is presented by parametric shaft alignment analyses. Dynamic oil film pressures are comparatively evaluated for partially bored and unbored after bush. Finally it is proved that the partial slope can drastically reduce oil film pressure during engine running.

열수변질 점토맥과 산사태

  • Jo, Hwan-Ju;Jeong, Gyeong-Mun;Jo, Ho-Yeong
    • Mineral and Industry
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    • v.29
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    • pp.56-66
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    • 2016
  • In Korea, where hydrothermal alteration zones are widely distributed, clay veins formed by hydrothermal alteration processes on natural slopes or artificial slopes can play an important role in the slope stability. When the surface water infiltrates the ground where the clay vein exists, the pore water pressure in the ground can be locally increased due to impermeable properties of clay minerals. Infiltration of the surface water induces the increase in the pore water pressure, which can cause erosion of the fine clay particles. The eroded clay particles flow and deposit in an area where the flow velocity is slowed down. Where clay minerals are deposited, ground water can leak due to an increase in local pore pressures, which can cause slope failure. In this paper, studies related to hydrothermal clay vein and landslide are introduced.

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Fourier Approximation of Nonlinear Standing Waves (비선형 정상파의 Fourier급수 해석)

  • 전인식;안희도
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.4 no.4
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    • pp.219-224
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    • 1992
  • A numerical method using the truncated Fourier series is presented to predict the wave potential and water surface profile for two dimensional nonlinear standing waves. The unknown coefficients of the series are to be determined through the Newton solution of nonlinear simultaneous equations given by the governing equation and boundary conditions of the problem. In order to prove the effectiveness of the present method. an existing Stokes-like perturbation method is considered together, and a hydraulic experiment for measuring water surface profile and wave pressure is performed as well. The results are such that the present method can generally give exact solutions even for relatively big wave stiffness regardless of the water depth condition. It also demonstrates its validity by showing double humps in the crest of temporal wave pressure profile which normally appear in strongly nonlinear standing waves.

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Analysis on the temporal and spatial variation of groundwater recharge rate in Jeongup area (정읍지역 지하수 함양량의 시공간적 변동해석)

  • Chung, Il-Moon;Na, Han-Na;Kim, Nam-Won;Lee, Duk-Su
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.2016-2020
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    • 2010
  • 기존에 국내외에서 적용되는 지하수 함양량 추정방법인 기저유출 분리법, 연단위 물수지 분석법, 지하수위변동법 등은 집중형 개념을 기반으로 하거나 국지적인 규모로 다뤄지기 때문에 함양량의 시공간적 변동성을 나타내기에는 한계가 있다. 따라서 본 연구에서는 시공간적으로 변하는 지하수 함양량을 정량적으로 추정할 수 있는 기법을 이용, 실제 유역에 적용하였다. 이를 위해 강우-유출 모형은 수문성분 해석 이론이 잘 정립된 SWAT모형과 SWAT모형의 지하수 부분을 MODFLOW모형으로 대체한 SWAT-MODFLOW모형을 선택하였고, 분석 대상유역인 정읍지역을 대상으로 각 소유역 및 수문학적 반응단위(Hydrologic Response Unit: HRU)별로 토지이용과 토양통 특성을 반영하여 지하수 함양량의 시공간적인 변화를 산정하였다. 2001년부터 2008년까지의 소유역별 일단위 지하수 함양량을 산정하였으며, 함양량의 시 공간적 변동성을 분석한 결과 월평균 함양량의 경우 대략 280mm 범위 내에서 유역의 토지이용 및 토양특성, 경사 등에 따라 매우 비 균질하게 분포하는 것을 확인할 수 있었다. 이렇게 산정한 함양량은 지역지하수 관리계획에 유연하고 합리적으로 적용될 수 있을 것으로 판단된다.

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