• 지질공학
• /
• 제31권3호
• /
• pp.343-355
• /
• 2021

농업용저수지는 농업용수를 공급함과 동시에 수해효과 및 휴식터를 제공함으로써 인간의 편의성을 추구하지만 노후 저수지 및 지진으로 인한 피해가 발생될 수 있으며 이에 따른 예방이 중요하다. 제방의 안전성은 제방을 구성하는 세분화된 재료의 토양 매개변수 값과 같은 현장재료 특성에 의해 영향을 받지만 정밀안전진단이나 일반 문헌값이 전용되기 때문에 최종제반의 안전인자를 물질적 특성만으로 판단하기에는 한계가 있다. 안전요인은 물리적 특성값과 제방 형태에 의의 결정되며 안전 요인에 상당한 영향을 미치기 때문에 보강된 횡단면을 검토할 때 정확한 사색이 필요하다. 따라서 본 연구에서는 GEP-SLOPE 프로그램을 활용하여 전남 고흥근 '◯◯저수지' 내진설계 시 합리적이고 경제적인 보강교차로 사례를 분석함으로써 반복적인 검토를 통해 보강교차로에 대한 합리적 경제적 설계가 가능하도록 분석하였다. 제방의 1, 2, 3차 내진보강을 감소하여 분석한 결과, 3차 보강단면에서도 상류, 하류사면 모두 설계기준 1.20 이상을 얻음으로써 1. 2차에 비해 현저히 적은 보강물 보강물량으로도 안전율 확보가 되는 것을 확인하였다. 또한 제반의 내진보강 단면 형상을 결정할 때 사면의 상부측, 사면전체에 사석을 보강하는 것 보다 하부측에만 보강하는 형상이 단면보강을 최소화 시키며 경제적인 것을 확인하였다.

• 한국해안해양공학회지
• /
• 제3권1호
• /
• pp.21-28
• /
• 1991

본 연구는 경사면에서 탁질혼입에 의한 탁수괴 거동을 밀도차가 적은 염수를 이용하여 실험과 이론을 통하여 알아보았다. 염수괴의 형상특성, 길이 변화, 높이 변화, 이동속도 변화를 알아보았다. 그리고 염수괴의 거동을 Baines and Hofinger(1984)의 난류 Thermal 이론과 비교하여 보았다. 그 결과 실험치와 이론치는 거의 일치하고 있었다. 따라서 밀도차에 의한 탁수괴의 거동특성은 난류 Thermal 이론으로 재현할 수 있다는 것을 알았다.

• Journal of Biosystems Engineering
• /
• 제20권2호
• /
• pp.173-179
• /
• 1995

A modeling technique of land rearrangement was proposed using Geographical Information System(GIS) based on PC ARC/INFO. Three regions with different slopes were chosen. At first, slope angle and direction were calculated, and lands were rearranged using various parameters. The required parameters are obtained from PC ARC/INFO and the design factors for land rearrangement. The shape of land before rearrangement could be compared with the shape of land after rearrangement. Besides the shape comparison, drain site could be determined and the information for cost of land rearrangement could be obtained. The system was integrated on a menu driven style with SML files and subprograms. GIS was proved to be useful for land rearrangement design.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2005년도 춘계학술대회 논문집
• /
• pp.1543-1546
• /
• 2005

This paper presents a method to measure a large surface shape using atomic force microscopy, which has been used mostly for measuring over very tiny surfaces. Experiments are performed to measure a step height and a slope of a test sample. The proposed method is rigorously compared with the coordinate measuring machine. The repetition accuracy and the effects of the set point are also studied. The experimental results show that the proposed method is reliable and should be effective to measure both the nano-accuracy surface profile as well as the micro-accuracy global shape of a macro/micro parts using atomic force microscope.

• 한국안전학회지
• /
• 제31권2호
• /
• pp.70-75
• /
• 2016

Recently, coastal erosion has been widely in progress and the erosion level becomes also serious in the world wide, espeically in East Sea in Korea. Since it would threaten the life, economics and security risk, it is necessary to much comprehend the reason why coastal erosion has occurred according to the geographical characteristics. Meanwhile, analysis about hydrodynamics of the solitary wave such as tunami in swash zone is needed for the best management practice of coastal erosion. Solitary wave is nonlinear wave and can be reproduced in the laboratoy scale by openning suddenly a sluice gate with water head difference, of which methodology was found in the literature, since it could be simply determined by a significant wave height. Thus, in this sutdy the generation of solitary wave was experimentalized using the sluice gate. Experimental conditions were classified by angles of a beach slope, a water level in a beach slope and a difference of water level between in a headtank and a channel bed. Two kinds of dimensionless analyses based from experimental results in this study were presented; the first analysis indicates nondimensionalization between the wave height and the water level in a beach slope in order to investigate characteristics of solitary wave approaching the beach. The second shows the other nondimensionalization between dynamic pressure and static pressure on a beach slope to investigate the relationship between wave breaking and wave pressure. Under the same conditions as laboratory experiments, the numerical results computed with a SWAN model embedded in FLOW 3D were compared in terms of wave height, and pressure on the beach slope, which shows good agreement with each other. Overall results from this study could provide fundamental hydraulic data for the reliabile verification of numerical simulation results about coastal erosion in swash zone caused by solitary waves.

• Advances in Computational Design
• /
• 제3권3호
• /
• pp.269-288
• /
• 2018

180 different 2D numerical analyses have been carried out to estimate the factor of safety (FOS) for rooted slopes. Four different types of vegetated coverage and a variety of slope geometry considering three types of soil have been evaluated in this study. The highly influenced parameters on the slope's FOS are determined. They have been chosen as the input parameters for developing a new practical relationship to estimate the FOS with an emphasis on the roots effects. The dependency of sliding mode and shape considering the soil and roots-type has been evaluated by using the numerical finite element model. It is observed that the inclination and height of the slope and the coverage type are the most important effective factors in FOS. While the soil strength parameters and its physical properties would be considered as the second major group that affects the FOS. Achieved results from the developed relationship have shown the acceptable estimation for the roots slope. The extracted R square from the proposed relationship considering nonlinear estimation has been achieved up to 0.85. As a further cross check, the achieved R square from a multi-layer neural network has also been observed to be around 0.92. The numerical verification considering different scenarios has been done in the current evaluation.

• 한국지반공학회지:지반
• /
• 제4권4호
• /
• pp.39-50
• /
• 1988

현재까지 사면의 안정해석은 거의 결정론적 방법에 의해서 도호사면을 대상으로 연구가 수행되어 왔다. 그러나 실제적으로 사면의 파괴형상은 대수나선, 복합직선, 정원형, Cycloid기선 등의 다양 한 형태를 나타내고 있다. 따라서 본 연구는 지하수위를 고려한 기류한 사면의 파괴형상을 대수나선으로 하고 하중과 흙의 강침정수의 확률변수분포를 정규분포, 대수정규분포 및 베타분포로 가정하여 사면의 파괴확률을 구했다. 그치고 사면안정설계에 이용되고 있는 안전률과 파괴확률과의 관계를 분석하여 허용안전률에 대한 신잡실를 판단하기 위하여 수행되었다. 그 결과로 동일한 안전률에 대해서 변리계수가 증가함에 따라서 파괴확률이 증가하므로 사면설계에 있어서 안전률보다 파괴덕률을 이용하는 것이 합리적이라고 생각된다. 또한 허용안전률은 현장 조건을 고려하여 결정하는 것보다는 강도정수의 변리계수에 의하여 결정하는 것이 더 타당하다고 판단된다.

• 한국환경복원기술학회지
• /
• 제18권6호
• /
• pp.39-49
• /
• 2015

This study was to evaluate the growth and spatial distribution characteristics of Rhus javanica population. The study was conducted between 2015 January and July at the cut-slope revegetation site in Dae-Ji Mountain. Seeds of native species were sowed on the disturbed cut-slope in 2002. There were 119 vascular plant species 55 families and 94 genera on the cut-slope. Compositae, Rosaceae, and Leguminosae plants were dominant species, which are pioneer species in dry and barren site. Canopy of trees covered 44.1% total area, which was 8.3% increase from 2008. Rhus javanica, main species, dominated all DBH classes except DBH >24cm. Albizzia julibrissin showed high frequency in the 6~17cm DBH class and Salix koreensis was abundant at >12cm. Elaeagnus umbellata, Corylus heterophylla var. heterophylla, Alnus sibirica, and Acer pictum were not observed. Rhus javanica population was the most frequently observed on the south facing cut-slope. The average DBH of Rhus javanica was $7.3({\pm}3.7)cm$ and the average height of them was $5.2({\pm}1.7)m$. Annual average DBH growth was 7.9mm/yr and the maximum growth(12.0mm/yr) was the $3^{rd}$ year. It decreased after $6^{th}$ years. Although Rhus javanica population in the Dae-Ji Mountain was a seed originated plantation, the forest had reverse J shape diameter frequency distribution. It indicated that the forest is uneven-aged forest. The Rhus javanica population was expected to sustain.

• 한국CDE학회논문집
• /
• 제7권3호
• /
• pp.148-156
• /
• 2002

Most Rapid Prototyping (RP) processes adopt a solid Computer Aided Design (CAD) model, which will be sliced into thin layers of constant thickness in the building direction. Each cross-sectional layer is successively deposited and, simultaneously, bonded onto the previous layer; and eventually the stacked layers from a physical part of the model. A new RP process, the transfer-type Variable Lamination Manufacturing process using expandable polystyrene foam sheet (VLM-ST), has been developed to reduce building time and to improve the surface finish of parts with the thick layers and a sloping surface. This paper describes the generation of Unit Shape Layer (USL), the cutting path data of the linen. hotwire cutter for the VLM-ST process. USL is a three-dimensional layer with a thickness of more than 1 mm and a side slope, and it is the basic unit of cutting and building in the VLM-ST process. USL includes data such as layer thickness, positional coordinates, side angles of each layer, hotwire cutting speed, the heat input to the hotwire, and reference shape. The procedure of generating USL is as follows: (1)Generation of the mid-slice from the CAD model, (2)Conversion of the mid-slice into a simply connected domain, (3)Generation to the reference shape for the mid-slice, (4)Calculation of the rotation angle of the hotwire of the cutting system.

• 대한의용생체공학회:의공학회지
• /
• 제28권5호
• /
• pp.665-675
• /
• 2007

The morphological change of ECG is the important diagnostic parameter to finding the malfunction of a heart. Generally ST segment deviation is concerned with myocardial abnormality. The aim of this study is to detect the change of ST in shape using a polynomial approximation method and the reference ST type. The developed algorithm consists of feature point detection, ST level detection and ST shape classification. The detection of QRS complex is accomplished using it's the morphological characteristics such as the steep slope and high amplitude. The developed algorithm detects the ST level change, and then classifies the ST shape type using the polynomial approximation. The algorithm finds the least squares curve for the data between S wave and T wave in ECG. This curve is used for the classification of the ST shapes. ST type is classified by comparing the slopes of the specified points between the reference ST set and the least square curve. Through the result from the developed algorithm, we can know when the ST level change occurs and what the ST shape type is.