• KSCE Journal of Civil and Environmental Engineering Research
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• 제31권1D호
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• pp.65-72
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• 2011

When an expressway intersects another expressway, a unique connector needs to be designed between the two consecutive exit ramps. In such a case, it is important to design a connector such that there is enough distance for drivers to find their way safely. A current design manual in Korea prescribes the minimum length of the connector as 240 m. In this research, we have suggested a method for calculating the minimum length of a connector in order to check the feasibility of the currently prescribed length. For this purpose, we have attempted to determine the total perception-reaction time and lane-changing time required by a driver. For determining the driver's perception-reaction time, we have used the driver's decision time in addition to the conventional 2.5 s of perception-reaction time for stopping sight distances. We have considered both the design speed and the average travel speed for the calculation of the length. To evaluate the accuracy of the new method, we have chosen four sites on expressways for which relatively high accident rates were recorded. As a result, we could verify that the current limit (240 m) was sufficient for drivers to be able to change lanes in the given specific geometry. However, the prescribed limit should be revised in case the drivers' decision time is considered to be their perception-reaction time. All new approaches for calculating the ideal length of a connector have been carried out by taking into account the design speed as well as the average travel speed. Owing to the characteristics of the specific geometry for two consecutive exit ramps and the large difference between the design speed and the average travel speed in the objective areas, it is more realistic to use the proposed method by keeping the decision time equal to a driver's perception-reaction time, in order to determine the ideal distance that should be maintained between two consecutive exit ramps.

• Proceedings of the KIEE Conference
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.309_310
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• 2009

본 연구에서는 가공배전선로의 상하단 단락고장을 예방하기 위하여 현행 관련 기준의 적정성 여부를 검토하고자 한다. 이를 위하여 기준이도, 완철의 최소 이격거리, 미국 NESC(National Electric Safety Code)의 수직선간이격거리에 대하여 문헌적 고찰을 한 후, 이를 토대로 국내에 적용할 수직선간이격거리 및 지상고 검토 조건을 도출하였고, 기준이도 적용 시 가공배전선 종류별 75^{\circ}C$이도를 계산하여 그 결과들을 비교 검토하였다. 그 결과 상하단 선간단락 고장을 예방하기 위하여 나전선의 기준이도를 특고압전선과 동일하게 적용하여야 하며, 특고압 완철 간의 최소이격거리는 경간 100m 이상에서 수직이격거리가 부족하므로 0.1m 정도 증가 시키는 것이 바람직하다는 것을 발견하였다.

• Proceedings of the Korea Electromagnetic Engineering Society Conference
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• 한국전자파학회 2002년도 종합학술발표회 논문집 Vol.12 No.1
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• pp.191-195
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• 2002

실내.외 환경에서 무선을 이용하여 데이터를 송수신하는 무선 LAN(Local Area Network)은 고속성과 이동성의 우수성으로 인하여 관심이 고조되고 있고, ETSI에 의한 HIPERLAN/2 와 IEEE 802.11 가 5㎓ 주파수대역에서 표준화되었고 개발 중이다. 본 논문에서는 향후 서비스 예정인 802.11a 무선랜간 간섭을 최소화시키기 위해 셀간 거리를 얼마나 이격 시켜야 되는지에 대하여 다룬다. 먼저 표준화 내용을 바탕으로 802.11a 무선랜의 C/I 비에 따른 성능평가를 수행하였고, 거리에 따른 처리율(throughput)을 시뮬레이션 하였다. 그리고 동일한 주파수를 사용하는 동일 셀에 의한 간섭의 영향을 보기 위하여 최악을 시나리오를 가정하여, 셀간 거리에 따른 무선랜의 성능의 변화를 보았고, 간섭을 최소화시키기 위해 최소한의 이격거리를 제안하였다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 한국항해항만학회 2005년도 추계학술대회 논문집
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• pp.5-10
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• 2005

T.S. HANBADA will navigate to maintain the adequate distance between own ship and other ships safely for about 17 hours on the about 2 kts. On the above situation, M broadcasting station requires to maintain the distance from 100m to 500m between ships. This paper aims to calculate the minimum safe distance between ships, the distance is assessed by using ES Model which is a quantitative model for evaluating the difficulty of shiphandling. After marine traffic flow simulation, minimum safe distance for HANBADA on the 2kts is about 260m based ES value. On this paper, the result was compared about its distance to the actual navigating distance.

• Journal of Korea Society of Industrial Information Systems
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• 제29권2호
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• pp.27-33
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• 2024

In this paper, the effects of separation distance from a thick radar cover on the performance of 24 GHz band radar was studied through experiments. When a polycarbonate radar cover with a thickness of 10 mm was placed in front of the radar, the variations in radar performance according to the change in the separation distance between the radar and the radar cover was compared with the case without the radar cover. As a radar performance indicator, the distance measured from the radar was used, and the distance was measured using the radar when a person moves away from the radar at a constant speed in the hallway of the building and then approaches again. The separation distance between the radar and radar cover was tested at 2 mm, 5 mm, and 20 mm, respectively. When there was no radar cover, the distance could be measured up to 49.64 m and the error was the lowest. When the separation distance was 2 mm, there was a section where distance measurement was not possible starting from 37.61 m, so the performance was the worst. When the separation distance was increased to 5 mm and 20 mm, the distance was measured up to 49.56 m, but the section where the error between the measured distance and the expected distance was large occurred more often than when there was no radar cover.

• Proceedings of the Korean Society of Computer Information Conference
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• 한국컴퓨터정보학회 2014년도 제49차 동계학술대회논문집 22권1호
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• pp.383-384
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• 2014

본 논문에서 제시된 배전 선로용 자계 검출 센서는 비접촉형이며, 페라이트 코어로 구성되어 있다. 시편 코어의 권선수 및 길이의 변화에 따른 특성을 조사한 결과 탐색 코일의 권선수가 5,000턴이고 이격 거리가 6[cm] 이내에서 활선 여부를 검출할 수 있었으며, 전선과의 이격 거리에 대해서 자계의 세기가 제곱에 반비례로 감소하는 것을 확인할 수 있었다.

• Geophysics and Geophysical Exploration
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• 제15권4호
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• pp.190-198
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• 2012

A series of density log data were obtained from the standoff experiments made in the four physical model boreholes of different densities, and the properties of spine and rib curves have been derived by the analysis of the gamma-gamma data. Particularly, the shape of gamma ray propagation path between source and detector, the geometrical property of spine and rib curves, the influence of borehole density and the detector combination on the properties of the curves, and the adequate detector combination for standoff compensation could be discussed. It was also confirmed that spine and rib slopes can be expressed as proportional to source-to-detector distance ratio between far and near detectors. The result of this experiment was also effectively applied for understanding the basic concept of spine and rib slopes.

• Journal of the Korean Society of Marine Environment & Safety
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• 제16권4호
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• pp.401-406
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• 2010

Vessel Operator has been navigating with subjective sate distance in accordance with night & daytime, fore & aft, port & stbd abeam and visibility situation. This sate distances may different depending on inside & outside harbor limit, current, wind and visibility situation. By now, the concept of proper sate distance between navigating vessels has been adopted in Korea, using the early 1980's foreign data. And the safe distance is being used with the same value without any consideration of inside & outside harbor and the kind of vessel. So it is necessary to evaluate or search proper distance concept based on different sate consciousness of Korean manners. This paper aims to develop the basic model for marine traffic evaluation and the new model of marine traffic congestion. Also this paper proposes the basic control guideline of vessel traffic service center. The result of this study showed that minimum sate distance should be 4.4L forward, 3.1L aft and 26L abeam in case of good visibility in daytime, considering various parameters such as visibility, day and night. Some differences Here found between the existing minimum sate distance and the new minimum sate distance derived from the result of this study.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 한국해양정보통신학회 2011년도 추계학술대회
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• pp.581-584
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• 2011

It is necessary to know what a range is effective for induction to prepare protective measures. In this paper, a simulation is practised to find ranges appropriate to underground transmission and distribution power line. There are two elements for ranges. They are parallelized length and separate distance between a telecommunication line and power line. The legal law presents limited voltages of induction. Simulation means to find what specification range of above two elements the induced voltage is over the limited voltage at. It was simulated that induced voltage for the case of underground power lines was over at the length of about 13km when the separate distance was fixed at 3m.

• Proceedings of the Korea Water Resources Association Conference
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• 한국수자원학회 2019년도 학술발표회
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• pp.135-135
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• 2019

수제는 만곡부의 유로 조정이나 하상보호와 같은 하천공학적인 목적을 가진 수공구조물이다. 본 연구에서는 개수로 만곡부에 수제 설치 시 외측벽과 수제 사이의 거리에 따라 하상변동이 어떤 차이가 있는지를 파악하기 위해 이동상 수리실험을 했다. 본 연구에서는 폭 1.45 m, 길이 24 m인 $90^{\circ}$ 만곡수로에 $4.2{\times}8.4cm$의 직사각형 단면 수제를 외측으로부터 이격하여 2열로 설치하였다. 하상재료는 $d_{50}$이 3.3 mm인 잔자갈을 사용했고 하상경사는 1/300로 하였다. 실험은 평균 유량 163 l/s를 3시간 동안 공급했고, 종료 후 만곡부의 주요횡단면별 하상고를 측정했다. 여기서 실험별 이격거리는 8.4 cm, 14 cm, 19.6 cm로 하였다. 실험 결과 외측벽과 수제 사이의 거리가 멀어질수록 만곡부의 최대세굴심은 커지고 그 발생 위치는 하류로 이동하는 경향을 보였다. 만곡부 최대세굴이 발생한 횡단면 형상은 만곡 내측에서 외측방향으로 무차원 위치 $y_1$(=내측에서의거리/폭)가 0.27보다 작으면 퇴적에 의해 하상이 상승하고, 0.35보다 클 때는 세굴에 따른 하상저하가 나타났다. 만곡 외측벽 부근 하상은 이격거리가 짧을수록 수제 설치에 의한 하상고 변화가 작았다.