• 상하수도학회지
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• 제21권3호
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• pp.287-294
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• 2007

When we use the circular pipes for wastewater and storm water, we should be known the characteristics of the flow for accurate design. To elevate the design accuracy, we want to know the profile of flow. The roughness coefficient in the Manning equation is constant, but in actuality changed with the relative depth in circular pipe. This study was conducted to calculate the relative normal depth in changing the roughness coefficient (named relative roughness coefficient) with the relative depth in the analysis of gradually varied flow in the circular pipe by Newton-Raphson method. We performed the analysis of gradually varied flow using the relative normal depth and the relative roughness coefficient. We presented the 12 flow profiles with the relative depth and the relative roughness coefficient in circular pipe. The flow classification considering relative depth in circular pipe is available to analyse gradually varied flow profiles.

• 한국지능시스템학회논문지
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• 제23권6호
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• pp.527-532
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• 2013

깊이 추정은 로봇 비전, 3차원 영상, 모션 제어를 위해 사용되는 매우 중요한 인자이다. 깊이 추정은 렌즈와 물체 사이의 거리를 변화시켜가면서 취득된 일련의 영상에서 계산된 초점 정보에 기반을 둔다. 본 논문에서는 다양한 초점정보를 이용한 패턴간의 상대적 깊이 추정 알고리즘을 제안한다. 제안된 방법은 거리별로 취득된 영상의 초점값 정보를 이용하여 구현하였으며, 깊이는 두 패턴의 상대적 거리를 고려함으로써 추정하였다. 다양한 영상정보를 이용하여 깊이 추정을 수행한 결과 효과적인 추정이 가능함을 알 수 있었다.

• 한국해안·해양공학회논문집
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• 제24권3호
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• pp.228-234
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• 2012

비쇄파조건의 2차원 수리실험을 통해 직립식 구조물에 대한 월파량 산정식을 제안하였으며, 본 연구의 결과를 EurOtop(2007)과 비교하였다. 상대수심 영향계수(${\gamma}_{kh}$)를 통해 특정 상대수심 범위(kh > 1.55) 내에서는 상대수심이 증가하여도 거의 동일한 영향계수가 산정됨을 알 수 있었다. 그리고 파형경사의 경우에는 파형경사가 증가함에 따라 월파량 영향계수가 감소하는 것을 알 수 있었다. 월파량 산정식은 상대여유고와 무차원 월파량의 지수함수 형태로 표현하였으며, 상대수심 영향계수 및 파형경사 영향계수(${\gamma}_s$)를 제시하여 주기효과를 정량적으로 고려할 수 있는 월파량 산정식을 제안하였다.

• 대한수학회지
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• 제60권3호
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• pp.683-694
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• 2023

Let a be an ideal of 𝔞 commutative noetherian ring R. We give some descriptions of the 𝔞-depth of 𝔞-relative Cohen-Macaulay modules by cohomological dimensions, and study how relative Cohen-Macaulayness behaves under flat extensions. As applications, the perseverance of relative Cohen-Macaulayness in a polynomial ring, formal power series ring and completion are given.

• 융합신호처리학회논문지
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• 제5권2호
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• pp.96-105
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• 2004

2차원 이미지로부터 3차원 이미지 복원은 각 픽셀까지의 깊이 정보가 필요하고, 3차원 모델의 복원에 관한 일반적인 수작업은 많은 시간과 비용이 소모된다. 본 논문의 목표는 카메라가 이동하는 중에, 획득된 단안 영상에서 영역의 상대적인 깊이 정보를 추출하는 것이다. 카메라 이동에 의한 영상의 모든 점들의 움직임은 깊이 정보에 종속적이라는 사실에 기반을 두고 있다. 전역 탐색 기법을 사용하여 획득한 움직임 벡터에서 카메라 회전과 배율에 관해서 보상을 한다. 움직임 벡터를 분석하여 평균 깊이를 측정하고, 평균 깊이에 대한 각 영역의 상대적 깊이를 구하였다. 실험결과 영역의 상대적인 깊이는 인간이 인식하는 상대적인 깊이와 일치한다는 것을 보였다.

• Smart Structures and Systems
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• 제34권1호
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• pp.33-40
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• 2024

We aimed to assess the evolution of small-strain stiffness and relative density in non-compacted embankment layers. We developed embedded type in-situ soil stiffness measurement devices for monitoring small-strain stiffness occurring after filling at a test site and conducted comprehensive laboratory compaction tests using an oedometer cell with a bender element. However, direct comparison is extremely difficult because the shear wave velocity measured in the field and laboratory depend on depth and effective stress, respectively. Therefore, we propose a method for establishing a relationship between effective stress and depth using a compressibility model. In this study, the shear wave velocity measured in the field was compared to the estimated shear wave velocity-depth profiles for completely dry and saturated conditions with different relative densities. The relative density under saturated soil conditions may vary between 50% and 90% and tends to be closer to 95%. Under dry soil conditions, the relative density of the embankment can vary from 30% to 70% and tends to approach 76%. For model validation, the relative density estimated from shear wave velocity-depth profiles was compared to that estimated from DCPI data. In other words, the results analyzed in the context of an effective stress-depth model enable the prediction of engineering properties such as the small-strain stiffness and relative density of embankment layers. This study demonstrates that physics-based data analyses successfully capture the relative density of non-compacted embankment layers.

• 한국군사과학기술학회지
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• 제14권2호
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• pp.205-212
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• 2011

In this paper, we have proposed a method for quantization of the stratification strength in the sea water and analysing the distributions of the maximum stratification depths calculated by the method at the seas near the Korean peninsular. For calculating the stratification strength, modified and applied the potential energy anomaly formular which was suggested by Simpson in 1977. The data had been collected by NFRDI from 1971 to 2008 were used to determine the maximum vertical density gradient depth and the relative potential energy anomaly at that depth. In the East Sea, the stratification depth has become deepened about 20m in February and April since 1971. In Yellow-South Sea, the maximum density gradient depth has been deepened about 10m only in December during the same period and the difference of the stratification depth between summer and winter has been enlarged. These trends of variation of stratification strength and depth near the Korean peninsular should be investigated more carefully and continuously. And the results of these studies could be adopted for the more efficient operation of underwater weapon and detection systems.

• 디지털융복합연구
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• 제10권9호
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• pp.351-356
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• 2012

본 논문은 단일영상의 실안개 정보와 상대적 높이 단서를 기반으로 깊이 지도를 생성하고, 이를 이용하여 2D/3D 변환을 하는 기법에 관한 연구이다. 기존의 실안개 정보만을 깊이 지도로써 이용하는 경우, 안개가 없는 영상에서 오류가 발생할 수 있다. 본 논문에서는 이러한 오류를 줄이기 위해, 상대적 높이 단서 기반의 깊이 지도를 생성하고, 실안개 정보와 결합하는 방법을 제안하였다. 또한 Mean Shift Segmentation을 이용한 gray scale 영상과 실안개 정보의 깊이 지도를 결합하여 객체의 경계를 선명화함으로써 3D 영상의 품질을 향상시킬 수 있도록 하였다. 입력영상과 최종 깊이 지도를 DIBR(Depth Image Based Rendering)을 통해 좌영상과 우영상의 시점영상을 생성하고, 적청영상의 형태로 결합함으로써 3D 영상을 생성하였고, 깊이 지도간의 PSNR을 측정하여 검증하였다.

• Geomechanics and Engineering
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• 제35권2호
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• pp.165-179
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• 2023

This study investigates the uplift capacity of a single vertical belled pile buried at shallow depth in dry sand. The laboratory model experiments are conducted with different pile-tip angles and relative densities. In addition, image and FEM analyses are performed to observe the failure surface of the belled pile for different pile-tip angles and relative densities. Accordingly, the uplift capacity and failure angle in the failure surface of the belled pile were found to depend on the belled pile-tip angle and relative density. A predictive model for the uplift capacity of the belled pile was proposed considering the relative density and belled pile-tip angle based on a previous limit equilibrium equation. To validate the applicability of the proposed model, the values calculated using the proposed and previous models were compared to those obtained through a laboratory model experiment. The proposed model had the best agreement with the laboratory model experiment.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 추계 학술논문 발표대회
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• pp.71-72
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• 2012

The purpose of this study is to evaluate the depth of carbonation considering the relative humidity in concrete using the FEM model. The difference of relative humidity in concrete has not been considered in calculating the carbonation depth in analytic model. That reason can make the over estimation in expectation of RC structure durability. The temperature and R.H. expectation model and the carbonation depth expectation model are development in past author's studies. The two models are coupled in this study. The fact that there is the difference between actual environment and acceleration test is revealed from FEM numerical analysis.