• Proceedings of the Korea Water Resources Association Conference
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• 2002.05a
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• pp.615-620
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• 2002

영산강 홍수사상에 의한 모형의 보정을 통하여 복합조도계수는 0.030-0.031의 범위로 적용하였고 난류교환계수는 나주수위표 관측수위에 가장 근접하는 난류교환계수 3000 N.s/$m^2$을 결정하였다. HEC-RAS에 의한 홍수위보다 RMA2에 의한 홍수위가 크게 나타난 일부 구간에서는 횡단 방향 홍수위의 변화를 고려하여 제방고를 계획하여야 한다. 횡단 방향 유속 분포에서 유심부에서는 RAM2에 의한 유속이 HEC-RAS에 의한 평균유속보다 상당히 크다. 따라서 단기적으로 볼 때 유심부에는 세굴이 진행되는 하상변동 그리고 양안부에서는 퇴적이 진행되리라 전망된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.958-962
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• 2008

하천유황, 하상재료, 하도지형의 자연적 또는 인위적 변화에 의한 장 단기적 하상변동의 해석 및 예측은 하천계획 및 관리를 위해 필수적이다. 특히, 제방 축조 등의 인위적 정비로 충적층 발달이 미약한 우리나라 하천은 상대적으로 종단형의 변화가 중요한 문제로 등장하였다. 하천의 이수, 치수 및 환경기능에 복합적으로 영향을 미치는 장기적인 하상변동 예측을 국가하천 형산강에 대해여 HEC6 모형과 GSTARS 모형을 이용하여 수행하였다. 본 연구에서는 $2006{\sim}2007$년 동안 형산강에서 직접 실측한 유량-유사량, 하상토, 하천측량자료를 GSTARS와 HEC6 모형에 적용하여 장기 하상변동을 모의하고 그 결과 값을 비교 분석하였다. 수위표 지점인 형산교(모아), 강동대교(안강), 국당2교(부조), 신형산교(대송)를 내부경계조건으로, HEC-RAS를 통하여 조도계수 값을 보정하였으며 유량 값은 유황곡선을 통하여 연간유입량을 각 날짜별로 구성하였다. 모형의 검증은 Laursen (1963), Laursen (Modified by Maddden, 1985), Laursen (Modified by Copeland, 1990), Yang (1973) 공식을 이용하여 최심하상고 변화량 제곱근 오차가 가장 작은 공식을 선정하였다. 2006년 형산강에서 실측된 하천측량자료를 이용하여 14년간 장기하상을 모의해 본 결과 형산강 유역에서는 Laursen (Modified by Copeland, 1990, HEC6)와 Laursen (1958, GSTARS)공식이 가장 작은 오차를 나타내었으며 HEC6와 GSTARS는 하상변동의 경향을 잘 나타내었다. 형산강의 전반적인 하상변동 경향은 상류지역은 전반적으로 하상이 저하하였고 하류지역은 하상이 상승하였다. 또한 하류부는 하상이 안정화를 이루고 있어 변화가 적은 것으로 판단된다. 하지만 검증 기간 동안의 골재채취와 보의 설치 등의 외부 여건과 신뢰성 있는 유입유량을 반영하지 못하였기 때문에 보다 나은 결과를 얻기 위해서는 지속적인 유량-유사량의 관측과 자료의 보완 및 정밀 조사 분석이 필요하다.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2004.05a
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• pp.223-228
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• 2004

물질을 구성하는 분자가 빛을 흡수하면 그 빛의 파장에 따른 복사에너지에 의하여 열적 반응이나 광화학적 반응이 일어난다. 특히 적외선 복사에 의한 열적 반응은 물질의 온도상승이나 온도하강 등의 과정을 통하여 물질의 물리적 손상을 초래한다. 따라서 적외선을 포함하는 복사에너지의 조사에 의하여 전시실, 진열장내의 전시물의 온도 변화를 측정하여 그 온도의 변화 범위보다 적은 온도 변화가 전시물에서 일어나도록 조명을 제한하고 알맞은 광원을 선정하여야 할 필요가 있다. 본 연구에서는 광원에 의한 시료의 온도상승과 적외선 복사량을 측정할 수 있는 측정시스템을 구축하고, 전시조명용으로 많이 사용하는 여러 광원을 대상으로 각 광원의 방사조도를 변화시키면서 시료의 표면온도와 적외선 복사량을 각각 측정하였다. 측정의 결과를 토대로 방사조도와 온도 및 적외선 복사량간의 함수관계를 파악하고, 조도의 변동에 따른 시료의 온도 변화 및 적외선 복사량의 변화를 비교, 분석하였다.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.20 no.10
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• pp.19-26
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• 2006

In this study, psychological assessment was carried out to investigate the driver's psychological characteristics by the change of the headlight. The participants were 20 men and 20 women in their 20s and thirty-two different conditions in combinations of waveform of light, voltage, and alteration time were used. The questionnaire for the assessment was evaluated by 8 subjective item and 5-point SD criteria of 19 pair's adjective. The results were as follows : 1. The assessment results from SD method indicated 4 factors by factor analysis, and it was shown that A waveform had significances in a sense of security and impetus and B waveform had a significance in a sense of security. The levels of the limitations for the voltage change were 12[V] in the factor of a sense of security and 11[V] in the factor of a sense of impetus for A waveform, 12.6[V] in the factor of a sense of security for B waveform. 2. The results of the subjective assessment showed that the limitation of A waveform's brightness change was 12[V]. Moreover, the limitations of voltage changes were 12.67[V] for B waveform brightness change, 12.12[V] for discomfort, 12.71[V] for darkness. And the limitation of C waveform's brightness change was 12[V].

• Korean Journal of Air-Conditioning and Refrigeration Engineering
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• v.24 no.5
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• pp.433-442
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• 2012

The influence of outdoor sky conditions on photosensor signals were examined to determine an appropriate index that is effectively used for optimum illuminance fluctuation when a daylight dimming system is used for a small office. Field measurements were conducted under various sky conditions. Results indicate that the outdoor global and vertical illuminance fluctuated within narrow ranges under clear and overcast sky conditions. The fluctuation of sky ratio under partly-cloudy sky caused wide ranges of illumnance fluctuation. A partially-shielded photosensor at backwall produced 56% of light output from fixtures controlled by a photosensor at ceiling. This implies that the photosensor at backwall does not always guarantee target illuminance due to the less output. The fluctuation of light output from fixtures were insignificant under clear and overcast sky. The fluctuation range of photosensor illuminance under partly-cloudy sky caused wide fluctuation ranges of light output. Regression result implies that the outdoor vertical illuminance was recommended for an effective index that is used for control of light output.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.943-947
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• 2009

강원지역은 산지가 89%를 차지하고 있어 도로의 대부분이 하천을 끼고 발달되어 있어서 집중호우 시 하천 만곡 수충부에서 급격한 홍수위 상승과 하상세굴이 발생되고 산지의 수로나 계곡 등에서 토석류가 발생되기 때문에 극심한 도로피해가 빈발하고 있다. 산지하천은 지형 및 지질적인 요인으로 경사가 급하고 만곡 수충부가 많이 발달되어 있기 때문에 홍수시 유속이 매우 빠르고 만곡 수충부에서 수위상승과 횡방향 수위 변동이 심하다. 따라서 산지유역의 하천과 도로의 방재설계를 위해 평창 속사천 시험유역의 운영을 통하여 신뢰성 있는 고품질의 산간유역 수문자료를 지속적으로 확보하고자 한다. 강우-유출구조 규명을 위한 강우관측소와 수위 관측소 등의 계측시스템을 설치와 실시간 수문관측 자료의 전송 및 정기적인 현장 방문으로 수집된 수리수문자료에대해 DB를 구축을 필요하다. 또한 홍수시 하천으로 유입되는 토석류의 수리특성자료인 조도계수 산정, 분석, 평가를 통해 하천유역내의 수리 구조물의 설계 및 유지관리. 하천개수 및 하도의 안정 등을 할수 있을 것이다. 수자원개발 및 관리를 위한 하천계획에 필요한 요소 중 유사량을 측정할 수 있는 부유사량 및 소류사량 측정기기를 도입하여 유역의 수문특성에 대한 보다 정확한 규명과 관측된 자료를 이용한 장/단기 수문순환모형의 개발을 위한 검정 및 검증자료의 제공할 것으로 기대된다.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2006.05a
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• pp.125-130
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• 2006

In this study, tests of brain waves were carried out to investigate the driver's physiological characteristics by the change of the headlight. The participants were 20 men in their 20s and twenty-three different conditions in combinations of waveform of light, voltage, and alteration time were used. The measurement of the brain waves was performed by internationally standardized 10-20 method using LXE3232-RF. The results were analyzed by Power Spectrum Analysis using alpha-, and beta-wave and by the analysis of different brain domains using Brain wave Map. The results were as follows. 1. From the results of the Brain wave Map analysis, it was suggested that A waveform increases mental stress and B waveform affects mental and visual stress. The longer the stimulation time, the more stress level was detected. 2 The voltage alteration time of B waveform should be kept less than 1500msec, and the voltage should not fall below 11.5V.

• The Journal of the Korea Contents Association
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• v.9 no.10
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• pp.417-426
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• 2009

The eco-friendly river restoration issue has been increased and the importance of the vegetation along the river banks has been understood with its scenery and significant role. However vegetation reduces the stream flow cross section and brings negative effects such as increase of water flow resistance and decreases of river flow velocity. In this study, the method to choose roughness coefficient is studied in the sudden changed hydraulic characteristics by river restoration. Using the HEC-RAS model and the two-dimensional vertical analysis method, Yangjae stream was calculated that the roughness coefficient of the main channel is 0.011~0.159 after river restoration, 0.031 without vegetation on the flood plain, and 0.034~0.506 with vegetation on the flood plain. The level of water in the river is predicted to rise 0.13~0.34m at 30% of vegetation density increase.

• Journal of Korea Water Resources Association
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• v.50 no.9
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• pp.617-625
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• 2017

In this study, it was examined that a methodology for evaluating the design flood level reasonably at Imjin River estuary affected by the tide periodically. First of all, the change of the flood level was observed by performing unsteady simulation which can take into account the characteristics of the tidal rivers. And the variations of the flood level was analyzed by change of the Manning's roughness coefficient which is sensitive to the water level calculation. The results were compared with the design flood level at Imjin River estuary announced in the 2011 Imjin River Basic Plan Report. For reference, the design flood level reported in 2011 has been calculated by using a section of a huge riverbed dredging section as input data. From the simulation results, it was found that the flood level evaluated by this study was able to satisfy the freeboard of the levee without the riverbed dredging when the roughness coefficient was assigned to the same value as that of the Han river estuary in the calculation of the flood level, and the unsteady flow simulation was carried out to reflect on the tidal river.

• Journal of the Korean Society of Hazard Mitigation
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• v.9 no.1
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• pp.115-121
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• 2009

It is to use effectively for stream channel and watershed management as the prediction and the analysis of bed changes characteristics in the Seomjin river downstream. The necessary data (section, bed composition material, pivot point water elevation, coefficient of roughness) with regard to analysis of the bed changes characteristics were based upon the survey data and analysis results in the Seomjin river maintenance basic plan. The prediction of bed changes was also completed with HEC-6 model. The study results were summarized as follows: The main factor of bed changes in the Seomjin river downstream can be decided by extreme extraction of bed aggregate rather than the change of hydrological data. According to the analysis of bed stability based on the relation between friction velocity and representative grain size, and the relation between dimensionless tractive force and representative grain size, the Seomjin river downstream appears to be increased overall. The bed composition material in the stream channel of the Seomjin river of 2003 year shows higher composition rate of gravel and lower composition rate of sand as compared to those of 1989 year. According to result that the prediction of bed changes, it is estimated that the bed will be risen approximately 1.5 m to the place up to 9 km from the estuary, have been repetitively risen and fallen up to 1 m to the place between $9{\sim}21\;km$ section, and fallen about 0.5m to the place between $22{\sim}25\;km$ section. As a result, the bed of the Seomjin river downstream can be decided to be risen gradually. However, since the prediction of this study is based on the assumption that there will be no forced aggregate picking, the bed changes can be much greater than expected when there is a massive aggregate picking as it had happened before.