• Title/Summary/Keyword: LOS Analysis

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Outage Probability Analysis of Full Duplex Relay with Decode and Forward Protocol (복호 후 전달 방식을 사용하는 전이중 통신 릴레이 시스템에서의 오수신 확률 성능 분석)

  • Kwon, Tae-Hoon;Lim, Sung-Mook;Park, Sung-Soo;Hong, Dae-Sik
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.35 no.6A
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    • pp.568-576
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    • 2010
  • In this paper, we analyze the outage probability of full duplex relay (FDR) with decode-and-forward (DF) protocol is derived under fading channels. The fading channel for source-relay link is assumed to be Rician fading to consider the infrastructured fixed relay with line of sight (LOS) propagation, and the other fading channels are assumed to be Rayleigh fading. Based on this analytical result, we provide the criterion that FDR shows a lower outage probability than HDR to consider the interference problem and the resource efficiency improvement by full duplex (FD) operation. The accuracy of the analysis is confirmed throughout the simulation results.

The LOS Analysis of Railway Station Facilities Based on Design Hourly Factor and Simulation (설계시간계수 및 Simulation 기반 철도역사 이용시설 LOS 분석)

  • Oh, Tae-ho;Lee, Seon-ha;Cheon, Choon-keun;Kim, Eun-ji;Yu, Byung-young
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.15 no.3
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    • pp.105-117
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    • 2016
  • Recently the passenger of railway satisfaction levels are lowered. the reason why the railway station was built without considering the increased passenger due to diversification(transfer, shopping, and etc.) of the domestic railway station infrastructure. Especially, in case of KTX Gwangju-Songjeong Station, the number of its passenger has been increased about more than three times since its opening in 2015, so that there are much inconvenience generated in the station congested with passengers. his study aims to excute using Pedestrian simulation and Design Hourly Factor concepts of Highway Engineering, in order to designing the optimum area through the passenger demand forecast for each station. For this analysis was divided into the second stage. Frist, the railway passenger was calculated by using the methodology of Design Hourly Factor that is used during road design in the aspect of traffic engineering. Second, we tried to analyze the level of service in each railway station facility through the pedestrian simulation. Analytical results show that utilizing pedestrian simulation provides verification for calculation of LOS of each railway station facility. Therefore, In the future when designing railway station of facilities will be possible to suggest the facilities area based on LOS.

Study for the Homogeneity of Freeway Free-Flow Speed under the State of LOS-A Low Density (LOS A 저밀도 상태에서 고속도로 자유교통류 속도의 동질성에 관한 연구)

  • Yoon, Byoung Jo;Oh, Seung Hwoon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.6D
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    • pp.779-784
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    • 2011
  • Freeway FFS (Free-Flow Speed) under the state of LOS (Level of Service) A has been regarded as a homogeneous state to all levels of traffic volume. The features of low-density FFS is served as the basic data for a decision on limited maximal speed, accident analysis, simulation modeling etc. A few researches for the macroscopic characteristics of design and operation speed have been reported, and any study for the microscopic features of freeway free-flow speed under the state of low density has not been done. Therefore, the characteristics of low-density FFS according to the level of traffic volume (1-3 veh/30 sec) and daily hour periods (0-5, 6-8, 9-11, 12-19, 20-23) is microscopically analyzed in this study with huge volume and speed data. It was found that speed distributions are changed and show different behaviors under the conditions of traffic volume levels and daily time periods. V85s (85th percentile speed) at early morning and night periods decrease when levels of traffic volume increase, whereas V85s at day time do not show considerable differences. Especially, FFSs of levels of traffic volume at early morning and night periods, despite low density, is analyzed as heterogeneity, but homogeneity at day time.

Development of Analysis Model and Improvement of Evaluation Method of LOS for Freeway Merging Areas (고속도로 합류부 분석모형 개발 및 서비스수준 평가 기법 개선 연구)

  • Lee, Seung-Jun;Park, Jae-Beom
    • Journal of Korean Society of Transportation
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    • v.24 no.7 s.93
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    • pp.115-128
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    • 2006
  • The analytic methodology of a merging area in KHCM(2004) supposes that congestion nay occur when traffic demand is more than capacity However, in many cases, congestion on merging area occurs when summation of traffic demand of main line and ramp is less than capacity, and in present methodology analysis of how main line and ramp flow effect on congestion occurrence is difficult. In this study, the model that is able to estimate traffic flow condition on merging area in accordance with the combination of main line and ramp demand flow is developed. Main characteristic of the model is estimation of maximum possible throughput rate and maximum throughput rate according to the combination of main line and ramp demand flow. Through the estimation of maximum possible throughput rate and maximum throughput rate. it was Possible to predict whether congestion would occur or not and how much maximum throughput rate and congestion would be on merging area. On one hand, in present LOS evaluation methodology on merging area, congestion state is determined as un-congested flow if demand flow is less than capacity. Therefore, to establish more reasonable In evaluation method, new criterion of LOS evaluation on merging area was searched based on the model of this study.

Measurement and Analysis of Propagation Characteristics in Curved Subway Tunnel Environments (곡선형 지하철 터널환경에서 전파 특성의 측정과 분석)

  • 정회동;박노준;강영진;송문규
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.29 no.8A
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    • pp.950-961
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    • 2004
  • In this paper, we measured and analyzed propagation characteristics in a subway tunnel that is recently increasingly becoming one of the radio communication environments. The measurements are carried out in a subway tunnel with frequency bands of 2.45㎓ and 5.8㎓. The length of tunnel we used for this study is 175m of LOS (Line-of-sight) and 270m of NLOS (Non Line-of-Sight). The subway tunnel is curved and its cross section is horseshoe type. The measurement systems we employ in this study are a narrow-band system and a wide-band system. The narrow-band system is used to get path loss measurement and the wide-band system is used to figure out delay profile measurement. In particular, the wide-band system consists of 1023 length PN sequence generator using a chip rate of 80MHz based on a sliding correlation technique. The omni-directional antennas and directional antennas are used to analyze propagation characteristics for beam type of antenna. The path loss displays only pure path loss of a tunnel environment. The delay profile indicates the mean excess delay and RMS (root mean square) delay spread.

The Analysis of the Impact of Heavy Vehicles in Urban Freeway Basic Section (도시고속도로 기본구간의 서비스수준별 중차량 영향 분석)

  • Kim, Tae-Heon;Roh, Chang-Gyun;Son, Bong-Soo
    • Journal of Korean Society of Transportation
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    • v.30 no.1
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    • pp.75-83
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    • 2012
  • This study is to find a shortcoming embedded in the current Korean Highway Capacity Manual (KHCM) on reflecting a heavy vehicle effect to the highway capacity. The KHCM suggests to handle the percent heavy vehicle to deal with its effect to a capacity regardless of density levels. Authors hypothesized in this study that the effect of heavy vehicles would vary at different levels of traffic density - the effect would be comparably insignificant when a density is low and it becomes comparably significant when it becomes high. Field data from a freeways located in Seoul were collected for 360 hours (15 days) and categorized them into a set of operation conditions grouped by 15 minutes and by the LOS density levels. Comparison between the field measured and the estimated by the KHCM method showed that the KHCM method overestimated the effect of heavy vehicles in LOS B and C but underestimated in LOS E. The results suggested that there be a difference pattern from the one the KHCM expected and brought discussion on further studies.

Effect of Critical Pathway on Diabetes Mellitus (당뇨병 표준진료지침 적용 효과에 관한 연구)

  • Shin, Mi Ok;Seo, Sin Won;Song, Bok Rye;Kim, Kyong Hee;Yoon, Guon Ho;Yoo, Yang Sook;Kim, Hee Seung
    • Quality Improvement in Health Care
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    • v.7 no.1
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    • pp.60-70
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    • 2000
  • Background : The aim of this study was to examine the effectiveness of the critical pathway to diabetic patients who were admitted in the hospital. Methods : For establishment of critical pathway for diabetic patients, we organized the multidisciplinary care team. During 5 months, 31 diabetic inpatients were applied the critical pathway and the results were compared with 11 diabetic inpatients who were treated with conventional way. We assessed the patients satisfaction, knowledge on the disease, compliance of medical regimen, length of stay(LOS) and hospital cost. We used the computer program SAS for statistical analysis. Data were summarized with mean, and analyzed using t-test repeated measures ANOVA and Wilcoxon rank sum test. Results : Length of stay(LOS) was remarkably shortened in critical pathway group compared with the conventional treatment group($7.6{\pm}1.23$ vs $12.0{\pm}4.73$, p<0.000). Although LOS was significantly shortened in critical pathway group, patients satisfaction was much higher than conventional treatment group. There were no significant difference of knowledge on the disease, compliance of medical regimen and blood glucose level between two groups at discharge. Hospital cost of each patients also significantly decreased in critical pathway group(890,000 won vs 1,280,000 won, p<0.05). Conclusion : These results showed that establishment of critical pathway for diabetic inpatients with team approach is the one of the way to improve the quality of diabetic patients management and to enhance the efficiency of hospital management.

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Study on Data-link Antenna System for UAV (무인기용 탑재 데이터링크 안테나 시스템에 관한 연구)

  • Yeo, Su-Cheol;Kang, Byoung-Wook;Bae, Ki-Hyeong;Yoon, Chang-Bae
    • The Journal of the Korea institute of electronic communication sciences
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    • v.15 no.1
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    • pp.9-14
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    • 2020
  • In this paper, we studied on-board antenna(primary link/secondary link/satellite link) used in UAV Data-link system. As a result, it is ideal to configure the Data-link as a triple link to secure the flight stability of the UAV, but the communication link should be configured according to the operating platform. As a result of overseas R&D trend analysis, the on-board Data-link antenna is installed and operated in a location where it is easy to secure LOS. The primary link consists of a directional antenna for basic operation and an omni-directional antenna for emergency operation. The secondary link uses a monopole/dipole antenna in the UHF/C band. Satellite link has been developed to apply phased array antenna to improve UAV operability.

Measurement of 2D surface deformation on the Seguam volcano of Alaska using DInSAR Multi-track time-series techniques (DInSAR 멀티 트랙 시계열 기법을 이용한 알라스카 시구암 화산의 2차원 지표변위 관측)

  • Lee, Seul-Ki;Lee, Chang-Wook
    • Korean Journal of Remote Sensing
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    • v.30 no.6
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    • pp.719-730
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    • 2014
  • Small BAseline Subset (SBAS) technique using multi master interferograms can be effective to detect surface deformation in forest area. In this paper, The analysis reveals area of 2-dimension surface deformation at Seguam Island in Aleutian Arc., Alaska. We acquired ERS-1/2 data from track 201 and 473 datasets on Seguam Island from 1992 to 2008. This study analyze surface deformation applying Differential Interferometry Synthetic Aperture Radar (DInSAR) and SBAS time series method using two adjacent tracks. As a results, it was calculated that subsidence -1~2 cm in LOS direction and - 2~3 cm in vertical direction. The horizontal direction was repeated contraction and expansion. The observation of 2-dimension displacements explained the volcanic activity on Seguam island. Also, it is believed to be used for basic data to estimate movements of magma source.

The Method of Deciding Design Level of Service with Optimal User Cost (사용자비용최적화를 통한 도로 설계서비스수준 산정방안)

  • 장재남;이용택;김호덕;장명순
    • Journal of Korean Society of Transportation
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    • v.18 no.2
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    • pp.17-26
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    • 2000
  • LOS(Level of Service), the qualitative measure describing operational condition of highway, must be evaluated as quantative index in terms of user service. So, This study is focused on developing the user cost function that user cost is measured in the variation of V/C, MOE(Measure of Effectiveness) of LOS in basic Section of highway. The user cost is calculated as the sum of accident cost, operation cost, travel time cost. The data is collected in the four basic section of Singal-Ansan and Jung bu Highway. As the result of user cost function analysis, the user cost is the lowest When V/C is 0.54. Considering the V/C ratio(0.7) of Basic Section in rural highway suggested in KHCM, We find out that the LOS suggested KHCM increase the user cost of highway.

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