• 한국화재소방학회논문지
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• 제11권2호
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• pp.11-17
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• 1997

화재시 실내의 경계면 선정에 관한 연구를 하기 위하여 쓰레기통, 의자, 카패트 및 소파의 화재실험 을 실제건물에서 수행하였다. 경계변의 선정을 하기위해서 화재실의 온도변화가 큰 지점은 여러 곳 온 도를 측정하고, 각 측정점의 온도를 시간과 높이별로 평균온도를 구한다. 또한 기본 측정점을 기준으로 화재실 전체구역에 대한 평변의 온도분포를 구하여 용도변화가 가장 큰 지점을 경계면의 높이로 정한 다. 이결과 어느 화재의 경우나 경계면이 뚜렷이 나타났고, 경계면 높이는 1[m] 근처에서 일정한 상태 값을 유지하였다. 다만, 최대온도를 나타내는 시간에는 경계면 높이가 O.25[m]내지 O.75[m]까지도 내 려왔다.

• 한국방재학회 논문집
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• 제9권1호
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• pp.145-150
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• 2009

댐과 같은 대규모 수리구조물의 신설이 점차 어려워짐에 따라, 이에 대한 대안으로 천변저류지의 설치가 검토되고 있다. 천변저류지는 규모가 작은 시설물로 홍수량, 유입수문곡선, 천변저류지 용량 및 월류위어의 월류고 등에 따라 홍수저감효과가 민감하게 반응한다. 따라서 최대의 홍수저감효과를 얻기 위해서는 홍수저감효과를 기대하는 홍수사상에 적합한 월류고를 적용하여야 하며, 본 연구에서는 월류고 값의 변화가 천변저류지군의 홍수저감효과에 미치는 영향을 분석해보았다. 이를 위해 천변저류지의 최적위치를 결정하기 위해 개발된 기존의 의사결정모형을 사용하였다. 천변저류지의 위치를 결정변수로 사용하고 홍수저감목표 지점에서의 홍수저감효과를 최대화하는 과정을 통해 천변저류지의 최적위치를 결정하는 의사결정모형에 월류고의 높이를 결정 변수로 추가하여 수정하였다. 제안된 모형을 안성천 유역에 적용하여 기존의 연구결과와 비교하였으며, 모형의 적용결과 대상 홍수사상에 대해 보다 효율적인 홍수저감이 가능토록 하는 월류고 및 위치를 결정 할 수 있었다.

• 대한토목학회논문집
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• 제30권6D호
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• pp.605-613
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• 2010

본 연구에서는 소형차도로 방호울타리 형식선정의 필수요소인 충돌계수 분석 및 방호울타리 높이 선정을 위해 현재의 기준을 적용하는 과정에서 생긴 문제점을 파악하여 개선점을 제시하고 이를 해외기준과 비교분석하여 방호울타리의 형식결정을 위한 기준을 제시하였다. 이를 위해 소형차관련 사고사례분석을 실시하였고, 사고사례를 토대로 방호울타리의 형식선정에 중요인자인 충돌각도, 충돌차량, 충돌속도를 비교 분석 및 소형차 방호울타리의 소요높이를 결정하였다. 충돌각도의 경우 편도 2차로 고속도로 사고사례를 분석하여 유럽 RISER 연구 결과와 비교하여 상향조정의 필요성을 도출하였다. 충돌차량의 경우 경차, 소형승용차, 중형 및 대형승용차, 승용차(SUV), 승합차 및 소형 트럭으로 나누어 분석을 실시하였으며, 충돌사고소형차 사고누적율에 기반한 차량중량 및 충돌속도를 회귀분석하였으며 수도권고속도로 누적통행비율을 감안 충돌중량을 결정하였다. 또한 그 결과를 토대로 소형차도로 방호울타리 높이를 계산하였다. 본 연구의 결과는 향후 소형차도로 형식선정에 중요한 인자가 된다.

• 산업기술연구
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• 제36권
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• pp.65-69
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• 2016

Deflection of the vertical is used in geodetic surveying associated with geoid network construction for geoid modeling and ellipsoid decision and obtained by gravity survey, astronomic survey etc. Technique of astronomic survey and gravity survey is very complex and requires a significant amount of time until gathering data. So this study is to determined a various method which evaluates deflection of the vertical and components about deflection of the vertical using GPS results and orthometric height value decided by leveling. Results of components about deflection of the vertical using GPS/leveling is that ${\xi}$ conponent is distributed $-2.11^{{\prime}{\prime}}{\pm}0.62$, ${\eta}$ component is distributed $1.75^{{\prime}{\prime}}{\pm}0.71$. Decision of component about deflection of the vertical using GPS is less complex than existing astronomic survey. Decision of component about deflection of vertical line using GPS is not complicated than astronomic surveying and can determine in a very short time. So it will be important means to determine the exact orthometric height, topographic study and diastrophism if can periodically calculate.

• 한국분무공학회지
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• 제19권3호
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• pp.136-141
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• 2014

This study reports numerically the characteristics of dust scattering around the coal storage pile yards, substantially affected by the windbreak wall height. The dust scattering is closely associated with the frictional effect of wind flows as well as the pressure variation that consequently affect the dust particle behavior. In the present study, with the use of the commercial code of FLUENT, the distribution of wind velocity and pressure are predicted around coal storage pile yard for four different heights of the wind break wall. From the results, it was found that for the case 1 with the outer windbreak wall height of 3 m and inner windbreak wall height of 6 m, the amount of scattering dust for a year was estimated to be 1451 kg, whereas for the case 4 where a height of outer windbreak wall is 10 m and a height of inner windbreak wall is 16 m, the amount of scattering dust for a year was 358 kg. It shows that the dust scattering can be reduced by 75%, indicating important role of windbreak wall height on particle scattering. The numerical results would be useful in decision of the appropriate height of windbreak wall for decreasing the amount of scattering dust under various environmental conditions.

• 한국산림과학회지
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• 제90권3호
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• pp.338-345
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• 2001

본 연구는 독일가문비나무의 지하부인 뿌리구조와 지상부인 수관과의 상호관계를 밝혀, 어렵게 뿌리를 굴취하거나 침엽 생체량을 측정하지 않고도 수고와 흉고직경에 의한 상대적인 뿌리와 침엽 생체량 추정을 위한 회귀식을 구하기 위하여 실시하였다. 독일 중부 Harz 지방의 Barbis 임분에서 30~40년생의 우세목 5본과 준우세목 3본을 선발한 후 조사목의 지상부에 대하여 수고, 흉고직경, 지하고, 침엽량, 가지량, 횡단면, 변재면 등을 조사하였다. 그리고 5본에 대해서는 지하부의 뿌리길이, 뿌리수, 뿌리무게, 뿌리횡단면 등을 수평과 수직뿌리로 구분하여 조사하였다. 조사된 염분에서 독일가문비나무의 지상부(수고, 흉고직경, 침엽량, 가지량 등)와 지하부(뿌리길이, 무게, 수, 횡단면 등) 생체량 사이에는 서로 밀접한 상관을 나타내었다. 측정이 용이한 흉고직경에 대한 지하부 뿌리생체량은 Y = 3.56X - 45.94의 관계식으로 결정계수가 0.96으로 매우 높은 상관관계를 나타내었다. 가지량, 침엽량과 수고에 있어서도 지하부 생체량과 높은 상관관계를 나타내었다. 본 연구에서 얻어진 회귀식은 30~40년생 독일 가문비나무 임분에서 흉고직경을 이용하여 지하부의 상대적인 뿌리 생체량을 추정하는데 유용하게 이용될 수 있을 것이다.

• 농촌계획
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• 제24권2호
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• pp.59-67
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• 2018

As high-rise buildings came in, the landscape of rural areas and natural landscapes often got damaged. Therefore, this study aims to prevent this, grasp the extent of the influence of the surrounding landscape, to grasp the range of height that can be permitted and present the direction of landscape management of agriculture and natural landscape. This study tried to grasp the range of height by using price sensitivity analysis method for two apartment and apartment complex which entered DangJin city and SeoSan city. First, in the case of a two apartment, the range of the height allowable section was from the 6th floor to the 11th floor in close range view, and it was a section from the 7th floor to the 12th floor in medium range view. In the case of the apartment complex, the range of the height allowable range was from the 10th floor to the 17th floor in close range view, the 9th floor to the 16th floor in medium range view. The stress index was found to be positive in a two apartment in close range view, and in the apartment complex case. therefore it was better to set it to a lower in the Range of Acceptable Height(RAH). Second, it showed no difference in the sensitivity of landscape to gender. Thirdly, the results of the landscape sensitivity analysis of major and non-major showed the difference in the medium range view picture of the apartment complex. Majors are lower than the point of minimum height(PMinH) than non-Majors. In the case of major, the stress index was 1.4. it turned out that it was better to make a decision closer to point of minimum height (PMinH). In the case of non-major, the stress index was -1.3. it was also able to accept decision close to the point of maximum height (PMaxH). Since the results of the above research gave changes only in the variable of the height of the landscape, we can not grasp the point of interaction with other variables, and future research is considered necessary.

• 보험의학회지
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• 제3권1호
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• pp.103-141
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• 1986

The present study was undertaken to establish the decision standard of builds for the insured by using the ratio of weight-for-height as build index. Materials being examined were the ratio of weight-for-height being calculated from the actually measured heights and weights of a total of 15,838 insured persons who were examined medically at Honam Medical Department of Dong Bang Life Insurance Company, Ltd. from June, 1979 to September, 1985. The ratio of weight-for-height is calculated by the following formula. The ratio of weight-for-height(%)=$\frac{weight(kg){\times}100}{\{height(cm)-100\}{\times}0.9(kg)$ The results were as follows: 1. The distribution of the ratio of weight. for-height of the 15,838 insureds follows Log normal distribution being skewed to the left(the direction of underweight). 2. The ratio of weight-for-height were Log transformed to lead to a sym metrical pattern of distribution in which statistical rules are known to be applied more exactly. Thereafter, the establishment of dicision standard of builds was undertaken by using the log of the ratio of weight-for-height as build index. Through all ages in male, the ratio of weight-for-height indicating the range of standard lives including slight overweighted and underweighted lives besides normal lives is 80-130%, and corresponds to $"M-2{\delta}"-"M+1.5{\delta}"$ and to $M{\pm}20%$ ; in female, 85-135%, and corresponds to $"M-2{\delta}"-"M+1.5{\delta}"$ and to $M{\pm}20%$. Through all ages in male, the ratio of weight-for-height indicating the initial level of super-overweighted and super-underweighted lives is 130-150% and 75-80%,and corresponds to $M+3{\delta}\;and\;M-3{\delta}$ and to M+40% and M-25% respectively;in female, 140-160% and 75-80%, and corresponds to $M+3{\delta}\;and\;M-3{\delta}$ and to M+40%-+50% and M-25% respectively. 3. Author's rating table model for builds(a table of weight per height) is proposed. On the table, the ratings for builds, i. e. standard, super-weighted and super-underweighted lives, are listed.

• 한국운동역학회지
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• 제16권3호
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• pp.125-135
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• 2006

This study was to analyze the effect of dancesport heel-shoes heights on Rumba Cucarachas Movement in terms of analysis, and to provide the essential information to decide the proper heel-shoes heights for individual. six female subjects participated in this study. Dependent variables were set and divided into the amount of movement regarding the velocity and angle of the right elbow, pelvis, ankle, and knee. The following conclusion was drawn blow. 1) Angle: We all appeared in 5, 7, 9cm heel height so that we were similar in a knee and elbow angle and no significantly. The plantar flexion appeared greatly as an ankle angle's shoe high and significantly. 2) Velocity: An elbow velocity all appeared in a three shoes so that it was similar. We speed fast speed some in a 7cm heel height. A knee velocity expressed fast speed some in a 5cm heel height. The pelvis velocity in a that it was similar. Generaly, The aspect to be a dancesport competition o'clock and aesthetic is the height. and the muscular strength train after we need the thing to choose suitable to the individual shoe height. It is logical that the decision of heel-shoes heights should be made by anthropometric and sport dynamic analysis in order to maximize the dynamic and aesthetic aspect of dance sport.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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• pp.994-996
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• 2003

GRAM++ is a collection of software packages for geographic information system (GIS) applications, developed indigenously at the Centre of Studies in Resources Engineering (CSRE), Indian Institute of Technology (IIT), Bombay. This software is now being used for a number of GIS applications that assist decision makers in taking informed decisions. Some of these applications include simulation of the spatial impact of raising height of dam and assessment of the costs and benefits; identifying sites suitable for inland aquaculture and validation with existing sites; developing resource profiles and computation of human development indices for prioritized development; land suitability analysis for agriculture applications.