• Title/Summary/Keyword: 시간평균속도

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A Study on the Primary Factors Delaying City-BUS Service (도시(都市) BUS 운행저해요인(運行沮害要因)에 관한 연구(硏究))

  • Kim, Dae Oung;Yu, Young Keun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.7 no.2
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    • pp.131-139
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    • 1987
  • The purpose of this study is to define the primary factors obstructing the bus services that play an important part in mass transportation in almost the cities, and then to develop the models for travelling speed. To define the primary factors, two video cameras were used in this study, one for speed meter, the other for traffic condition, from which time-speed graphs were made. In the graphs, the gaps between road regulation speed and travelling speed were analyzed by monitor analysis. After this, primary delay factors were classified by quantification theory type I. and then to develop the models for travelling speed, stepwise analysis was used.

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Revenue Analysis of Taxi According to Moving Speed (택시의 최대 수익을 위한 최적의 운행 속도 분석)

  • Park, Bo-Yeol;Lee, Goo-Yeon
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.38B no.3
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    • pp.222-228
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    • 2013
  • In this paper, we analyze the optimum moving speed of taxi for maximum revenue. In the analysis, we assume that passengers are distributed exponentially along with the direction as taxi moves. When the taxi arrives at the location of a passenger within the predetermined time limit, the passenger gets in the taxi. Otherwise, we assume that the passenger leaves the location and the taxi does not meet the passenger. We vary taxi speed from 0km/h through 80km/h to see how revenue of a taxi varies, applying the average gas mileage of LPG taxis in Korea. From the results of the analysis, we see that the probability that a taxi meets passengers goes high as taxi speed gets fast, however the revenue starts to fall after the maximum point of revenue at the optimum speed, since fuel cost gets dominant.

Improving Haskell GC-Tuning Time Using Divide and Conquer (분할 정복법을 이용한 Haskell GC 조정 시간 개선)

  • An, Hyungjun;Byun, Sugwoo;Woo, Gyun
    • Annual Conference of KIPS
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    • 2017.04a
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    • pp.83-86
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    • 2017
  • 단일 코어 프로세스의 성능 향상은 전력 소모, 발열 등의 이유로 한계에 달했다. 이에 대한 대안으로 멀티 코어가 등장했으며 매니 코어 기술에 대한 연구가 활발히 진행 중에 있다. 이렇듯 멀티 코어 환경이 보편화됨에 따라 병렬 프로그래밍의 중요성이 더욱 커졌다. 한편, 순수 함수형 언어 Haskell은 부수효과가 없고 다양한 병렬화 도구를 지원함으로써 다가오는 병렬 프로그래밍 시대에 적합한 언어라 할 수 있다. 이때 Haskell 병렬 프로그램의 성능은 메모리 재사용(Garbage Collection) 시간에 큰 영향을 받는다. 그래서 Haskell 병렬 프로그램의 성능 향상, 분석을 위한 메모리 프로파일링 도구가 필요하다. 이미 Haskell이 제공하는 메모리 프로파일링 도구로 ghc-gc-tune이 있지만 실행 속도 측면에서 개선이 필요하다. 본 연구에서는 분할 정복법을 이용해서 매 단계마다 탐색 영역을 4분의 1로 줄이도록 ghc-gc-tune을 개선했다. 개선된 ghc-gc-tune을 극대 독립 집합 프로그램과 K-means 프로그램에 적용한 결과, 평균 98%의 정확도로 실행 시간을 평균 7.78배 단축했다.

Approximated Analysis of Mean Waiting Time in Packet Based Priority Token Ring LAN (패킷에 우선도가 있는 토큰링 LAN에서의 평균대기시간의 근사해석)

  • 김영동;이재호
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.14 no.5
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    • pp.453-461
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    • 1989
  • Mean waiting time for each priority packet of each node in packet based priority token ring local area networks(LAN) was approximately analyzed using Bux's token ring LAN results which have not considered priority and Cohbam's head of line(HOL) priority results. In this paper, priority reservation method suggested in the IEEE 802.5 standard was not used. Relative error between numerical results which was presented in this paper and simulation results was identified by +-5%. For traffic intenity, number of node, packet length, transmission speed, line length, token latency, number of priority class and traffic percentage to some heavy trafficd node, mean waiting time of each priority was analyzed.

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Highway Ramp Metering Technique for Solving Non-Recurrent Congestion according to Incident (돌발상황에 따른 비 반복정체를 해소하기 위한 고속도로 램프미터링 기법)

  • Kang, Won-Mo;Lee, Sang-Yong
    • Journal of the Korean Institute of Intelligent Systems
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    • v.21 no.2
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    • pp.186-191
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    • 2011
  • Ramp metering has been used to solve recurrent or non-recurrent congestion on many highways. However, the existing ramp metering methods cannot control non-recurrent congestion like incident and don't have any methods to solve congestion after congestion. In addition, the methods cannot solve congestion quickly because ramp metering operates independently for each ramp. In this study, we developed SARAM which is ramp metering technique with shockwave theory in order to solve the problems. In simulation from Jangsoo IC to Joongdong IC, we confirmed that speed increased by 7.32km/h and delay time reduced by 39.14sec.

Behavior of amber fish, Seriola aureovittata released in the setnet (정치망내에 방류한 부시리, Seriola aureovittata 의 행동)

  • 신현옥;이주희
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.35 no.2
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    • pp.161-169
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    • 1999
  • This paper describes the swimming and escaping behavior of amber fish, Seriola aureovittata released in the first bag net of the setnet and observed with telemetry techniques. The setnet used in experiment is composed of a leader, a fish court with a flying net and two bag nets having ramp net. The behavior of the fish attached an ultrasonic depth pinger of 50 KHz is observed using a prototype LBL fish tracking system. The 3-D underwater position ofthe fish is calculated by hyperbolic method with three channels of receiver and the depth of pinger. The results obtained are as follows: 1. The fish released on the sea surface was escaped down to 15 m depth and rised up to near the sea surface during 5 minutes after release. The average swimming speed of the fish during this time was 0.87 m/sec. 2. The swimming speed of the fish is decreased slowly in relation to the time elapsed and the fish showed some escaping behavior forward to the fish court staying 1 to 7 m depth layer near the ramp net. The average speed of the fish during this time was 0.52 m/sec. 3. During 25 minutes after beginning of hauling net, the fish showed a faster swimming speed than before hauling and an escaping behavior repeatedly from the first ramp net to the second one in horizontal. In vertical, the fish moved up and down between the sea surface and 20 m depth. After this time, the fish showed the escaping behavior forward to fish court after come back to the first ramp net in spite of the hauling was continued. It is found that the fish was escaped from the first ramp net to the fish court while the hauling was carried out. The average speed of the fish after beginning of hauling was 0.72 m/sec which increased 38.5 % than right before the hauling and showed 0.44 to 0.82 m/see of speed till escaping the first bag net. The average swimming speed during observation was 0.67 m/sec (2.2 times of body length).

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Analysis on the Correction Factor of Emission Factors and Verification for Fuel Consumption Differences by Road Types and Time Using Real Driving Data (실 주행 자료를 이용한 도로유형·시간대별 연료소모량 차이 검증 및 배출계수 보정 지표 분석)

  • LEE, Kyu Jin;CHOI, Keechoo
    • Journal of Korean Society of Transportation
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    • v.33 no.5
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    • pp.449-460
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    • 2015
  • The reliability of air quality evaluation results for green transportation could be improved by applying correct emission factors. Unlike previous studies, which estimated emission factors that focused on vehicles in laboratory experiments, this study investigates emission factors according to road types and time using real driving data. The real driving data was collected using a Portable Activity Monitoring System (PAMS) according to road types and time, which it compared and analyzed fuel consumption from collected data. The result of the study shows that fuel consumption on national highway is 17.33% higher than the fuel consumption on expressway. In addition, the average fuel consumption of peak time is 4.7% higher than that of non-peak time for 22.5km/h. The difference in fuel consumption for road types and time is verified using ANOCOVA and MANOVA. As a result, the hypothesis of this study - that fuel consumption differs according to road types and time, even if the travel speed is the same - has proved valid. It also suggests correction factor of emission factors by using the difference in fuel consumption. It is highly expected that this study can improve the reliability of emissions from mobile pollution sources.

Relationship between Softwood Lumber Thicknesses and Drying Rate and Drying Time Factor in Vacuum-Press Drying (가열판 압체식 진공건조에서 침엽수 제재두께와 건조속도 및 건조시간계수의 관계)

  • Jung, Hee-Suk;Lee, Jun-Ho;Kang, Wook;Lee, Nam-Ho
    • Journal of the Korean Wood Science and Technology
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    • v.29 no.1
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    • pp.1-8
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    • 2001
  • Red pine (Pinus densiflora), white pine (Pinus koraiensis), larch (Larix leptolepis) and Western hemlock (Tsuga heterophylla) lumber were vacuum-press dried under three drying schedules to investigate current moisture contents (MC), drying rates and drying time factors related to five lumber thicknesses of 3, 5, 7, 9 and 11cm. Current MC could be estimated by drying factors such as lumber thickness, initial Me and drying time. Average drying rate from 30% to 15% Me was the highest for Western hemlock below fiber satuartion point, red pine, white pine and larch in the order of their magnitude. Drying rate curvilinearly decreased as lumber thickness increased. Drying time factor curvilinearly increased as lumber thickness increased.

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The Kinetics of Solution Copolymerization of styrene and n-Butylmethacrylate in a Continuous Stirred Tank Reactor(CSTR) (연속반응기에서 Styrene과 n-Butylmethacrylate의 용액 공중합의 속도론)

  • Kim, Nam Seok;Seul, Soo Duk
    • Applied Chemistry for Engineering
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    • v.8 no.3
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    • pp.347-356
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    • 1997
  • Solution copolymerization of Styrene(St) and n-Butylmethacrylate(BMA) was carried out with Benzoylperoxide (BPO) as an initiator in toluene at $80^{\circ}C$ in a continuous stirred tank reactor. Reaction volume and residence time were 0.6 liters, 3 hours respectively. The monomer reactivity ratios, $r_1$(St) and $r_2$(BMA) were determined by both the Kelen-Tlidos method and the Fineman-Ross method ; $r_1$=0.75(0.67), $r_2$=0.61(0.56). The cross-termination factor, $\phi$ factor of the copolymer over the entire St compositions ranged from 0.44 to 0.78. The $\phi$ factors of St-BMA copolymer increased with increasing St compositions. Our present system showed that the continuous copolymerization of St with BMA followed second-order kinetic behavior. The simulated conversions and copolymerization rates were compared with the experimental results. The average time to reach dynamic steady-state was three times and half of the residence time.

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Re-Analysis of Clark Model Based on Drainage Structure of Basin (배수구조를 기반으로 한 Clark 모형의 재해석)

  • Park, Sang Hyun;Kim, Joo Cheol;Jeong, Dong Kug;Jung, Kwan Sue
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.6
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    • pp.2255-2265
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    • 2013
  • This study presents the width function-based Clark model. To this end, rescaled width function with distinction between hillslope and channel velocity is used as time-area curve and then it is routed through linear storage within the framework of not finite difference scheme used in original Clark model but analytical expression of linear storage routing. There are three parameters focused in this study: storage coefficient, hillslope velocity and channel velocity. SCE-UA, one of the popular global optimization methods, is applied to estimate them. The shapes of resulting IUHs from this study are evaluated in terms of the three statistical moments of hydrologic response functions: mean, variance and the third moment about the center of IUH. The correlation coefficients to the three statistical moments simulated in this study against these of observed hydrographs were estimated at 0.995 for the mean, 0.993 for the variance and 0.983 for the third moment about the center of IUH. The shape of resulting IUHs from this study give rise to satisfactory simulation results in terms of the mean and variance. But the third moment about the center of IUH tend to be overestimated. Clark model proposed in this study is superior to the one only taking into account mean and variance of IUH with respect to skewness, peak discharge and peak time of runoff hydrograph. From this result it is confirmed that the method suggested in this study is useful tool to reflect the heterogeneity of drainage path and hydrodynamic parameters. The variation of statistical moments of IUH are mainly influenced by storage coefficient and in turn the effect of channel velocity is greater than the one of hillslope velocity. Therefore storage coefficient and channel velocity are the crucial factors in shaping the form of IUH and should be considered carefully to apply Clark model proposed in this study.