• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.284-287
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• 2003

Previous stereo methods doesn't deal effectively with depth discontinuity due to inevitable window-based problems, and so give inaccurate and noisy matching results in areas with steep disparity variations. In this paper. a variable window approach is presented to estimate accurate, detailed and smooth disparities with three-dimensional disparity space. It makes the smoothing of depth discontinuity reduced by evaluating corresponding correlation values and intensity gradient-based similarity in the space. In addition, it devises the novel arbitrarily-shaped variable window to treat with disparity variations of various structure shapes. We show how our results improve on those of closely related techniques for accuracy, robustness. matching density and computing speed.

• 상하수도학회지
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• 제10권4호
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• pp.85-93
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• 1996

This study is to make a comparison between the node method and the pipeline method for the analysis of the water distribution systems. For these purposes, the two methods were applied to a pipeline system in series, an artificial distribution network and a real distribution network. The results are as follows. 1. The difference between the results of the two methods was increased with the increase of the hydraulic gradient and the length between two adjacent nodes. 2. When all pipe lengths between two adjacent nodes were larger than 200~300m and have the steep hydraulic gradient, it was found that the results of the two methods showed high differences. 3. The difference between the results of the two methods were negligible in the case of the real distribution system in which only 12% whole pipelines were longer than 30m and the longest pipe length was 850m.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1676-1682
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• 2008

The vertical curve of railway is installed in changing point where the gradient is more than a certain degree to ensure safe operation of train and comfort of passengers. As a result of CAD work with 3D coordination by using the existing equation, it was found that the simple equation about vertical curve installation suggested in the surveying engineering or railway regulations did not reflect theoretical curvature of circular curve in a case of steep grade and large vertical radius. In this study, for derive precision equation and transition curve about vertical curve, gradient parameters, equation of circles and transition curve equation were used, and it was verified by CAD that the derived equation is exactly satisfied with parameters of geometrical circular and transition curve. This equation could be used to provide more smoothing operation of train and comfort of passengers on vertical curves, especially in case that railway requires precision vertical alignment of track such as super high-speed railway, LRT or Maglev system.

• Nuclear Engineering and Technology
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• 제54권1호
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• pp.49-60
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• 2022

Motivated by the high-resolution properties of high-order Weighted Essentially Non-Oscillatory (WENO) and flux limiter (FL) for steep-gradient problems and the robust convergence of Jacobian-free Newton-Krylov (JFNK) methods for nonlinear systems, the preconditioned JFNK fully implicit high-order WENO and FL schemes are proposed to solve the transient two-phase two-fluid models. Specially, the second-order fully-implicit BDF2 is used for the temporal operator and then the third-order WENO schemes and various flux limiters can be adopted to discrete the spatial operator. For the sake of the generalization of the finite-difference-based preconditioning acceleration methods and the excellent convergence to solve the complicated and various operational conditions, the random vector instead of the initial condition is skillfully chosen as the solving variables to obtain better sparsity pattern or more positions of non-zero elements in this paper. Finally, the WENO_JFNK and FL_JFNK codes are developed and then the two-phase steep-gradient problem, phase appearance/disappearance problem, U-tube problem and linear advection problem are tested to analyze the convergence, computational cost and efficiency in detailed. Numerical results show that WENO_JFNK and FL_JFNK can significantly reduce numerical diffusion and obtain better solutions than traditional methods. WENO_JFNK gives more stable and accurate solutions than FL_JFNK for the test problems and the proposed finite-difference-based preconditioning acceleration methods based on the random vector can significantly improve the convergence speed and efficiency.

• 한국재료학회지
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• 제33권2호
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• pp.54-62
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• 2023

The most comprehensive and particularly reliable method for non-destructively measuring the residual stress of the surface layer of metals is the sin²ψ method. When X-rays were used the relationship of ε_φψ-sin²ψ measured on the surface layer of the processing metal did not show linearity when the sin²ψ method was used. In this case, since the effective penetration depth changes according to the changing direction of the incident X-ray, σ_φ becomes a sin²ψ function. Since σ_φ cannot be used as a constant, the relationship in ε_φψ-sin²ψ cannot be linear. Therefore, in this paper, the orthogonal function method according to Warren's diffraction theory and the basic profile of normal distribution were synthesized, and the X-ray diffraction profile was calculated and reviewed when there was a linear strain (stress) gradient on the surface. When there is a strain gradient, the X-ray diffraction profile becomes asymmetric, and as a result, the peak position, the position of half-maximum, and the centroid position show different values. The difference between the peak position and the centroid position appeared more clearly as the strain (stress) gradient became larger, and the basic profile width was smaller. The weighted average strain enables stress analysis when there is a strain (stress) gradient, based on the strain value corresponding to the centroid position of the diffracted X-rays. At the 1/5 I_max max height of X-ray diffraction, the position where the diffracted X-ray is divided into two by drawing a straight line parallel to the background, corresponds approximately to the centroid position.

• 한국의학물리학회지:의학물리
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• 제31권3호
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• pp.63-70
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• 2020

Stereotactic radiosurgery is one of the most sophisticated forms of modern advanced radiation therapy. Unlike conventional fractionated radiotherapy, stereotactic radiosurgery uses a high dose of radiation with steep gradient precisely delivered to target lesions. Lars Leksell presented the principle of radiosurgery in 1951. Gamma Knife^® (GK) is the first radiosurgery device used in clinics, and the first patient was treated in the winter of 1967. The first GK unit had 179 cobalt 60 sources distributed on a hemispherical surface. A patient could move only in a single direction. Treatment planning was performed manually and took more than a day. The latest model, Gamma Knife^® Icon^TM, shares the same principle but has many new dazzling characteristics. In this article, first, a brief history of radiosurgery was described. Then, the physical properties of modern radiosurgery machines and physicists' endeavors to assure the quality of radiosurgery were described. Intrinsic characteristics of modern radiosurgery devices such as small fields, steep dose distribution producing sharp penumbra, and multi-directionality of the beam were reviewed together with the techniques to assess the accuracy of these devices. The reference conditions and principles of GK dosimetry given in the most recent international standard protocol, International Atomic Energy Agency TRS 483, were shortly reviewed, and several points needing careful revisions were highlighted. Understanding the principles and physics of radiosurgery will be helpful for modern medical physicists.

• 한국산림과학회지
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• 제100권2호
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• pp.202-211
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• 2011

강원도 춘천시 근교의 강원대학교 산림환경과학대학 학술림 내의 산지계류를 대상으로 계단상 하상구조의 기하학적 특성과 이에 대한 계류 지형인자들과의 관계를 분석하였다. 조사구간에 형성된 스텝의 간격, 높이 및 낙차의 평균값은 각각 4.69 m, 0.47 m 및 0.71 m, 스텝의 구성입경은 평균 0.68 m, 스텝의 형성개수는 100 m당 평균 21 개인 것으로 나타났다. 스텝의 간격은 하폭대비 약 0.5로 선행연구들에 비해 작은 것으로 나타났으며, 스텝의 기울기는 평균 0.13이었다. 스텝의 각 기하학적 특성과 하폭과의 사이에는 모두 상관관계가 존재하지 않았으나, 스텝의 간격과 높이는 하상경사와 각각 부 정의 상관관계를 나타내었다. 또한 스텝의 기울기는 하상경사와 정의 상관을 보였고, 하상경사와의 비가 1.2로 나타나 유수에 대한 최대저항조건을 만족하며 비교적 안정상태를 유지하고 있는 것으로 나타났다. 특히 하상경사는 계단상 하상구조의 기하학적 형상(스텝의 낙차와 높이의 비)에 영향을 미치는 것으로 나타났다. 한편 스텝의 간격과 낙차는 거석의 입경과 모두 정의 상관관계를 보였다. 이러한 결과들로부터 계단상 하상구조의 동태는 산지계류의 물리 생태적 환경에 큰 영향을 미칠 것으로 판단되며, 산지가 대부분인 우리나라의 계류관리에 있어서 특히 중요하게 인식되어야 할 것이다.

• The Korean Journal of Ecology
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• 제27권1호
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• pp.27-33
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• 2004

Cryptomeria japonica plantation was monitored every year during 15 years from 1983 to 1997 for stem diameter and volume. The reciprocal equation, 1/Y = A + B/N, was applied to the relationship between cumulative volume Y and cumulative number N from the largest tree in the stand each year. The parameters A and B, which means respectively the reciprocal of an asymptotic value of total stand stem volume and the reciprocal of the maximum stem volume, are related by a power function. The power functional relationship between A and B derived a linear relationship of B-points ( $N_{B}$, $V_{B}$; $N_{B}$ = B/A, $Y_{B}$ = 1/2A) of each Y-N curve on log-log coordinates. The gradient of B-point line was so steep that the Y-N curve moved parallel upward year by year. The time trajectory of mean stem volume (W) and density ($\rho$) provided evidence in favor of the 3/2 power law of self-thinning, because the gradient of W - $\rho$ trajectory on log-log coordinates approximated to -3/2 at the final stage of stand development. On the basis of the results of Y-N curves and W - $\rho$ trajectory, the time trajectory of maximum stem volume $W_{max obs}$ and $\rho$ was derived theoretically. The gradient of $W_{max obs}$ - $\rho$ trajectory on log-log coordinates is calculated to be -0.6105 at the final stage. The gradient of $W_{max obs}$ - $\rho$ trajectory was steeper than that of W - $\rho$ trajectory at the early stage, while the former is gentler than the latter at the later stage.stage.e.age.e.

• 한국지형학회지
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• 제21권4호
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• pp.85-96
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• 2014

폭포는 하나의 하천단위이며 기반암하상의 종단면이 급경사인 지점에 물이 흐르는 것으로 아직까지 폭포에 대한 절대적인 높이, 경사, 유량에 대한 기준은 없다. 본 연구의 목표는 폭포의 성인과 발달과정을 통해 지형적 형상으로 표출되는 유형을 분류하는 것이다. 폭포의 성인과 발달과정은 폭포침식의 특징에 의해 결정되며, 침식에 영향을 주는 요인을 폭포의 높이, 경사도, 구성암석, 하천력으로 간주하고 이들 요인에 따라 폭포의 유형을 구분하고자 하였다. 이 연구를 통해 폭포의 발달과정에 절리시스템이 가장 중요한 요인이며, 절리시스템은 다시 기반암의 특성에 따른 것임을 확인하였다. 유로의 방향과 침식유형은 절리계의 밀도와 방향에 따라 결정되며, 이들이 하상의 경사도와 낙차를 결정한다. 절리계의 유형이 하상경사와 폭포의 낙차 및 경사도 즉 형태를 결정하였다.

• 한국수자원학회논문집
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• 제46권5호
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• pp.559-568
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• 2013

토양의 다짐은 강우 시 지표유출 및 토사유출에 큰 영향을 끼친다. 다짐은 체적밀도 증가, 전단강도 증가, 공극률 변형, 투수계수 등과 같은 토양특성 변화를 야기하기 때문이다. 본 연구는 인공강우 실험을 활용하여 개발지의 사면조건과 유사한 나지교란사면에서 표면의 다짐처리가 지표유출 및 토사유출에 미치는 영향을 파악하였다. 표면처리(다짐, 비다짐), 강우강도(68.5mm/hr, 95.6mm/hr), 사면경사($5^{\circ}$, $12.5^{\circ}$, $20^{\circ}$)의 각 조건별 3회 반복하여 총 36회의 강우모의에 따른 지표유출 및 토사유출을 측정하였다. 연구결과, 다짐처리 후 토양의 체적밀도 및 전단강도는 유의적으로 증가하였다. 그러나 이러한 물리적 특성의 변화가 지표유출에 미치는 영향은 강우강도와 사면경사에 따라 다르게 반응하였다. 평균 토사유출량은 강우강도와 사면경사가 증가함에 따라 유의적으로 증가하였다. 또한, 토사유출량은 강우강도와 사면경사 별 다짐처리 유 무에 따라 다른 반응을 보였다. 완경사($5^{\circ}$)에서는 다짐처리에서 더 많은 토사가 유출되었으나, 급경사($20^{\circ}$)에서의 다짐처리는 토사유출을 감소시키는 역할을 한 것으로 나타났다. 나지교란사면에서는 토사유출에 대한 다짐효과의 천이구간이 존재하는 것으로 파악되며, 본 연구의토양조건 및 강우조건에서 천이구간은 완경사와 급경사 사이로서 사면경사 $10{\sim}15^{\circ}$ 범위에 존재하는 것으로 판단된다.