• Proceedings of the Korean Society for Agricultural Machinery Conference
• /
• 1998.06b
• /
• pp.113-121
• /
• 1998

• Proceedings of the KIEE Conference
• /
• 2006.07d
• /
• pp.1956-1957
• /
• 2006

도로조명의 가로등은 에너지 절약을 위하여 격등제어 방식을 사용하고 있으나 등주 사이의 조도 분포가 균일하지 않아 조도가 낮은 곳에서 운전자가 불안감을 느끼고 피로가 급격히 증가하여 사고로 이어지는 등의 문제점에 대해서 각 가로등에 디밍제어 시스템을 구현하여 안정적인 조도를 유지하고 에너지 절감효과를 증가시킬 수 있는 방안을 제시하였다. 또한 가로등과 배전반 사이에 전력선통신 네트워크를 구성하여 시공과 관리에 소요되는 비용을 대폭 절감하고 신뢰성과 호환성이 높은 $L_{ON}W_{ORKS}$ 전력선통신방식을 사용하여 유지보수의 효율을 높일 수 있도록 구성하였다. 배전반과 관리자 사이에는 다양한 통신방식의 지원으로 관리자가 언제 어디서나 가로등 네트워크에 접근하여 관제가 가능할 수 있도록 가로등의 U-네트워크를 구축하여 에너지 절약형 가로등 디밍제어 시스템 을 제시하였다.

• Journal of Biosystems Engineering
• /
• v.25 no.1
• /
• pp.25-32
• /
• 2000

Motivated by the need for developing the more efficient lighting system for light culture in the greenhouses, this paper aims to predict the illumination of incandescent lamp according to various levels of lighting and various kinds of the lamp. The results obtained in this experiment are summarized as follows. 1. The general equation to predict the illumination according to the kind of incandescent lamp and the installation height was suggested as {{{{y= { a + bx+ cx^2} over { 1+dx+ex^2~ + fx^3} [lx]}}}} , where , a, b, c , d, e and of were arbitrary constants. 2. Maximum illumination of hat-covered lamp of 60 W was 1.2 -1.5 times as many as uncovered lamp. 3. Maximum illumination of yellow color painted lamp of 100 W was 1.3 times as many as unpainted lamp.

• Journal of the Korea Institute of Information and Communication Engineering
• /
• v.8 no.5
• /
• pp.1080-1088
• /
• 2004

In this paper, the interesting moving objects tracking algorithm using color information on Multi-Video camera against variance of intensity, shape and background is proposed. Moving objects are detected by using difference image method and integral projection method to background image and objects image only with hue area, after converting RGB color coordination of image which is input from multi-video camera into HSI color coordination. Hue information of the detected moving area are segmented to 24 levels from $0^{\circ}$ to $360^{\circ}$. It is used to the feature parameter of the moving objects that are three segmented hue levels with the highest distribution and difference among three segmented hue levels. To examine propriety of the proposed method, human images with variance of intensity and shape and human images with variance of intensity, shape and background are targeted for moving objects. As surveillance results of the interesting human, hue distribution level variation of the detected interesting human at each camera is under 2 level, and it is confirmed that the interesting human is tracked and surveilled by using feature parameters at cameras, automatically.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.249-253
• /
• 2008

최근 국내에서 사용되고 있는 격자분포형 강우-유출 모형 $Vflo^{TM}$을 실무에 효율적으로 적용하기 위하여 매개변수값의 결정과 그 민감도를 분석하고, 중랑천 유역의 토지이용 및 지형특성을 고려한 적정 크기의 격자에 대한 연구를 수행하였다. 연구대상유역으로는 토지이용현황이 상이한 중랑천 상류(자연유역), 우이천(복합유역) 및 청계천(도시유역) 유역을 선택하였다. $2003{\sim}2006$년까지 5개 호우사상의 실측자료로부터 매개변수값의 최적화를 실시하였으며 수치모의된 결과로 부터 조도계수, 투수계수, 초기함수비 등의 매개변수에 의한 계산치의 민감도를 분석하였다. 검토결과 지표면 조도계수가 가장 예민했으며, Green-Ampt식에 적용되는 투수계수의 영향이 큰 것으로 분석되었다. 또한, 수문학적 지형특성 반영을 위한 적정 격자크기는 자연유역(중랑천 상류)과 복합유역(우이천)에서는 100과 200 m에서 관측 유출수문곡선과 대체로 일치하나, 격자크기가 300 m에서는 지형특성을 반영하지 못해 유출수문곡선이 왜곡되는 경향을 나타내어 불투수율 80% 이하인 자연 및 복합유역에서는 DEM 격자크기를 $200{\sim}300\;m$이하로 적용하는 것이 적정하다고 판단된다.

• Journal of Korea Water Resources Association
• /
• v.44 no.7
• /
• pp.553-563
• /
• 2011

According to the improvement of computer's performance, the development of Geographic Information System (GIS), and the activation of offering information, a distributed model for analyzing runoff has been studied a lot in recently years. The distribution model is a theoretical and physical model computing runoff as making target basin subdivided parted. In the distributed model developed by this study, the volume of runoff at the surface flow is calculated on the basis of the parameter determined by landcover data and a two-dimensional diffusion wave equation. Most of existing runoff models compute velocity and discharge of flow by applying Manning-Strickler's mean velocity equation and Manning's roughness coefficient. Manning's roughness coefficient is not matched with dimension and ambiguous at computation; Nevertheless, it is widely used in because of its convenience for use. In order to improve those problems, this study developed the runoff model by applying not only Manning-Strickler's equation but also Chezy's mean velocity equation. Furthermore, this study introduced a power law of exponential friction factor expressed by the function of roughness height. The distributed model developed in this study is applied to 6 events of fan-shape basin, oblong shape test basin and Anseongcheon basin as real field conditions. As a result the model is found to be excellent in comparison with the exiting runoff models using for practical engineering application.

• Journal of Korea Water Resources Association
• /
• v.39 no.12 s.173
• /
• pp.985-996
• /
• 2006

This study developed a model that could calculate equivalent roughness using shear stress acting on distributed grains in gravel bed stream. The estimated equivalent roughness by the model developed was used for estimation of water level and roughness coefficient in the stream without water level-discharge data. The model was applied to the Gurey-Songjeong stage station section located in the Sumjin river mid-downstream. The equivalent roughness by the model developed in this study was estimated to be 0.194m at the Gurey stage station. Calculated water level which the estimated equivalent roughness was applied to the flow model was shown ewer of within 6% in comparison with observed water level. Also, roughness coefficient was estimated using observed and calculated water level about each discharge scale by unsteady flow analysis. As a result, error of roughness coefficient estimated by observed and calculated water level was shown error of $0{\sim}0.002$ and could consider variability of roughness coefficient.

• Journal of Korean Society of Disaster and Security
• /
• v.14 no.4
• /
• pp.37-45
• /
• 2021

Flooding damage may occur due to an unexpected increase in rainfall in summer. Previously, the roughness coefficient, which is a major factor of conveyance, was calculated through on-site measurement, but in case of on-site measurement, there are many limits in accurately grasping changes in vegetation. In this study, the vegetation index (NDVI) was calculated using the Sentinel-2 optical images, and the modified roughness coefficient was calculated through the density and distribution area of the vegetation. Then the calculated roughness coefficient was applied to HEC-RAS 1D model and verified by comparing the results with the water level at the water level station directly downstream of the Soyang River dam. As a result, the error rate of the water level decreased about 14% compared to applying the previous roughness coefficient. Through this, it is expected that it will be possible to refine the flood level of rivers in consideration of seasonal flood characteristics and to efficiently maintain rivers in specific sections.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2021.06a
• /
• pp.2-2
• /
• 2021

최근들어 하천내 식생이 차지하는 비율이 크게 증가하고 있으며, 이러한 현상은 하천의 규모나 위치, 댐 유무에 관계없이 전국적으로 발생하고 있다. 식생 면적 비율의 증가는 하천의 육역화로 이어질 뿐만아니라 홍수위를 상승시켜 홍수 안전에 영향을 미칠 수 있다. 본 연구에서는 2020년 8월 섬진강에서 발생한 홍수를 대상으로 식생이 홍수위에 미치는 영향을 분석하였다. 섬진강에는 초본류 뿐만아니라 버드나무류의 목본류가 상당히 분포하고 있으며 이와 같은 식생이 홍수흐름에 큰 영향을 미친 것으로 보인다. 분석을 위해 홍수 이후 섬진강 현지 답사를 통해 식생분포 현황 및 홍수로 인한 영향을 조사하였다. 섬진강의 식생분포 조사를 위해서는 2020년 4월 조사된 유럽 우주국 Sentinel-2 위성영상을 사용하였으며, 정규식생지수(NDVI)와 정규수분지수(NDWI)를 이용하여 하천내 식생밀도를 단계별로 구분하였다. 군집된 식생지수에 따라 USGS의 매닝계수 산정표를 기본으로 식생분포 군집별 조도계수를 산정하여 대상 구간내에 2차원으로 분포시켰다. 수치모형은 NAYS2D 모형을 사용하였으며 대상구간은 섬진강 고달교에서 구례교까지 21.5km이다. 계산조건은 2020년 8월 홍수중 구례교 수위관측소를 기준으로 최대수위가 발생한 시점의 자료를 활용하였다. 고달교에서는 홍수통제소에서 제공하는 홍수량을 상류경계 조건으로 입력하였고 구례교에서는 해당 시각의 수위를 하류경계조건으로 입력하였다. 모형의 검증을 위해 대상구간의 중간에 있는 압록수위관측소 수위를 활용하였다. 식생 유무에 따른 홍수위변화는 조도계수 값에 의해 반영되도록 하였는데 식생이 있는 경우는 현재 상태, 식생이 없는 경우는 모든 지점에 모래와 자갈이 분포하는 것으로 가정하여 계산된 홍수위를 비교하였다. 분석 결과 대상구간에는 전체 면적중 약 56%를 식생이 차지하고 있으며 이로 인해 0.5~1.0m의 홍수위 상승이 발생하는 것으로 분석되었다. 수목으로 인해 2020년 8월과 같은 큰 홍수시에도 홍수위가 크게 상승하는 것으로 분석되었는데 이와 같은 점을 고려하면 하천내 식생이 홍수위에 미치는 영향을 감안하여 적극적인 식생관리 방안이 시행될 필요가 있을 것으로 판단된다.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
• /
• v.22 no.9
• /
• pp.1-7
• /
• 2008

This study is intended to compare physical properties of fluorescent luminaires with ones of LED luminaires so as to analyze fundamental characteristics of LED luminaires. For this, a comparative analysis of uniformity ratio of illuminance and luminance distribution of these two luminaires was made, and materials for applying LED luminaires to interior construction space were prepared. This study was carried out in four stages. First, a theoretical review on LED illumination light source was made compared with the existing luminaires. Second, a mock-up to control experimental variables to meet the objective of this study was manufactured. Third uniformity ratio of illuminance and luminance distribution of each luminaire were measured by using the mock-up. Fourth, a comparative analysis of uniformity ratio of illuminance and characteristics of luminance distribution of the existing fluorescent luminaires and LED ones was made. As a result of the study, the uniformity ratio of illuminance of LED luminaires, 0.559, was higher than one of the existing fluorescent luminaires, 0.522. Namely, it was shown that illuminance distribution of LED luminaires was uniform and global diffuse was good. As a result of measuring luminance distribution, it was found that luminance distribution of LED luminaires was more uniform than one of the existing fluorescent luminaires. The maximum luminance of fluorescent luminaires and LED luminaires over the wall was $180.6[cd/m^2]$ and $155.26[cd/m^2]$ respectively. Namely, the maximum luminance of fluorescent luminaires was higher than one of LED luminaires. The average luminance of fluorescent luminaires and LED luminaires was $44.32[cd/m^2]$ and $58.65[cd/m^2]$. Like this, the average luminance of LED luminaires was higher than one of fluorescent luminaires. Considering these results, it's thought that LED luminaires can give a person in the room a more comfortable working environment than fluorescent luminaires.