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    Decision-making Forum
    Progress of Operational Resources Sharing Methods for Urban Rail Networks
    MAO Bao-hua, GAO Zi-you
    2018, 18(3): 1-8. 
    Abstract ( )   PDF (5104KB) ( )  

    The operational resources sharing for urban rail networks is complex work. This paper firstly sorts out the operational resources sharing of urban rail network as three sections such as the integration of construction and operation at earlier stage, the operational balance of train loadings under network environment and the operational methods and applications based on network resources sharing. Secondly, it analyzes the experiences of some forerunner cities such as London and Tokyo by case studies. Thirdly, taking the train depots as an example, it investigates several practical sharing cases and summarizes the contributions of resource sharing on operational efficiency of urban rail networks. Finally, the paper advances some research focuses existed in the operational resource sharing studies for those Chinese cities with urban rail network systems.

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    Forum about Comprehensive Transportation System
    The Subdivision of Railway Passenger Transport Market Based on Rough Clustering Algorithm
    LI Hai-jun, LI Yin-Zhen, ZHOU Peng, ZHU Chang-feng, MA Chang-xi
    2018, 18(3): 9-14. 
    Abstract ( )   PDF (3385KB) ( )  

    The subdivision of railway passenger transport market is the basis for the study of passenger flow share rate in the railway corridor and the design of railway passenger transport products. According to the survey data on passengers travel mode choice in Baoji- Lanzhou corridor, combined with rough set theory, firstly, this paper builds the railway passenger travel mode choice decision table, makes attribute reduction on condition attributes, and calculates the weight of each attribute. Secondly, to avoid the "dimension trap" caused by the traditional clustering algorithm, it proposes the K-means clustering algorithm based on rough attribute significance, and makes simulation experiments on UCI data sets. Finally, using the clustering algorithm conducts the cluster on the sample of survey data. The results show that when the railway passenger transport market is divided into 6 classes, the clustering effect is the best, and the statistical analysis shows that the passenger travel behavior of different sub markets has obvious preference.

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    Multi-dimensional Estimation Method of Spatial Characteristic Parameters of Transportation Infrastructure
    HAO Jing-jing, ZHANG Ling, JI Xiao-feng, HAO Qing-yu
    2018, 18(3): 15-21. 
    Abstract ( )   PDF (3872KB) ( )  

    To extract the space attribute data of transportation infrastructure and obtain the spatial development regularity which can assist regional transportation planning, the theory of spatial differentiation and spatial deprivation is introduced. Considering the spatial heterogeneity coefficient and the spatial dependence coefficient, the spatial characteristic parameter multi-dimensional estimation method of transportation infrastructure is built based on transportation infrastructure development level evaluation data. Then taking the 12 provinces in the western China as an example, the effectiveness of the model is verified by comparatively analyzing the estimated results between provincial and urban scales. The results show that the development of transportation infrastructure is more balanced and the spatial dependence is not significant, and there is significant spatial dependence in city scales. Finally, based on the scenario hypothesis analysis, the decision value of spatial characteristic parameters on the allocation of transportation resources is verified. The method of multi-dimensional estimation can realize the accurate measurement of the parameters of spatial property of transportation infrastructure in different scales, and it has better applicability in the field of transportation planning.

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    Connection Model of Highway Passenger Transportation Corridor and Urban Transit Network in Metropolitan Area
    ZHOU Tian-xing, MAO Jian-nan, LIU Lan, YU Yi-fan
    2018, 18(3): 22-28. 
    Abstract ( )   PDF (4338KB) ( )  

    In order to integrate the highway passenger transportation corridor and urban transit network in metropolitan area, this paper firstly aims at measuring the structure of inter-city corridors based on the characteristics of highway corridors, and then establishes the macro-architecture model of transportation corridor in metropolitan area to clarify the inter-city corridors. Secondly, a connection selection model is proposed. The selection model calculates the basic attribute of cities to obtain the urban development scale index then clarifies them. Based on the aforementioned two models, connection mode of transportation corridor and urban network can be determined in a calculation way. Finally, Chengdu metropolitan area is analyzed as an example. The results show that the design connection model can not only measure the corridor type between cities and the scale of urban development but also judge the connection type between highway passenger corridors and urban transit network effectively. And it can provide a theoretical basis for highway network planning in metropolitan area.

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    Intelligent Transportation System and Information Technology
    Coordinated Control of Urban Expressway Based on Synchronization of Complex Networks
    PANG Ming-bao, DIAO Hua-yao, ZHAO Bing-xin, HUANG Yu-man
    2018, 18(3): 29-35. 
    Abstract ( )   PDF (4848KB) ( )  

    The problem of on-ramp coordinated control of urban expressway based on synchronization of complex networks is studied. Using cell transmission model (CTM), a node coupling model of complex networks for urban expressway is established. The coordinated controller of multi-on-ramp is designed to ensure the goal of network synchronization and the concrete control strategy is determined, where the pinning nodes are corresponding to the on-ramps of inputting control signal. The condition of synchronization and stability for the complex networks system of urban expressway is derived. And then the pinning nodes and the feedback gain matrix are obtained. The validity of the coordinated control method is proved via the simulation experiment of the concrete example. At the cost of the small control ranges, traffic jams can be suppressed. And then the goals of enhancing the road operating efficiency can be realized. The effect is superior to that of the traditional coordinated control methods, and the method can be further extended to large-scale urban traffic network system.

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    Impact of Incident on Travel Time Reliability in Advanced Traveler Information Systems
    LIU Yong-hong, LI Jing-long, CHEN Xin, LUO Xia
    2018, 18(3): 36-41. 
    Abstract ( )   PDF (3675KB) ( )  

    The route travel time reliability is defined as the probability that the mean route travel time during incident is less than the pre-accident route travel time multiplied by the acceptable congestion level, and derived road network travel time reliability. Assuming that the duration of the accident obeys the normal distribution and divided the study time domain into several equal sub-packets, under the advanced travel information systems, the traffic flow is carried out by the cell transmission model, and the recursion of the path travel time in each subpacket is given. Route travel time is updated in each sub-packet, traveler uses Logit model to make the path decision based on the updated travel time. Finally, Monte Carlo method is proposed to solve the travel time reliability of the road network. The results show that the reliability of the travel time decreases with the increase of the duration and variance of the accident and the increase of the demand. The reliability increases with the increase of the acceptable congestion level. In the congested network, the demand between the ODs including the accident road is higher, the lower the reliability.

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    Urban Traffic Perception and Critical Node Identification of Road Network Based on Trajectory Big Data
    FENG Hui-fang, BAI Feng-shan, XU You-ji
    2018, 18(3): 42-47. 
    Abstract ( )   PDF (3594KB) ( )  

    A model of critical node identification in urban road network based on directed weighted complex network is proposed, which includes the road network topology and traffic flow characteristics. The traffic flow state of Lanzhou is analyzed and visualized in working days and non-working days according to seven consecutive day taxis GPS data. The critical node of urban road network in Lanzhou is studied using the DWNodeRank critical node identification method in directed weighted network. The research methodology and results provide a scientific guidance for planning, design and management to traffic department.

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    Car-following Model of Connected and Autonomous Vehicles Considering Multiple Feedbacks
    QIN Yan-yan, WANG Hao, RAN Bin
    2018, 18(3): 48-54. 
    Abstract ( )   PDF (4076KB) ( )  

    Based on the car-following characteristic of connected autonomous vehicles (CAV), the CAV carfollowing model is studied. By considering electronic throttle angle feedbacks from multiple preceding vehicles, this paper proposes CAV’s car-following model. Then, stability analysis method is used to derive stability condition for the proposed model. Taking three-head vehicles into consideration, the numerical simulations are performed to study the safety of mixed traffic flow under different CAV rates. Stability analysis shows that the presented CAV model has better stability regions than the previous models (T-FVD model of CAV and FVD model of regular vehicles). In addition, the proposed CAV car-following model is more stable, with the increase of the number of preceding vehicles and the corresponding feedback weight coefficients. Moreover, the feedback weight coefficient of a preceding vehicle has greater effect on stability, if this vehicle is farther away. Besides, simulations indicate that CAV can reduce rear-end collision risks of traffic flow.

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    A Vehicle Detection and Tracking Method Based on Range Data
    LU De-biao, GUO Zi-ming, CAI Bai-gen, JIANG Wei, WANG Jian, SHANGGUAN Wei
    2018, 18(3): 55-62. 
    Abstract ( )   PDF (4991KB) ( )  

    The false detection rates of existing methods for object detection and tracking based on geometric characteristics are high, and missed detection can lead to wrong object association in the process of object tracking. Targeting at aforementioned problems, a vehicle detection and tracking method is presented based on range data using Light Detection And Ranging (LiDAR). In terms of the characteristics of the raw range data, the data is processed by a grid-based clustering algorithm with the parameter automation (PAG), where the line segments are extracted within each cluster to gain object features. On this basis vehicle targets are identified, and the position of the vehicles could be calculated. The object association and state estimation are accomplished by using a Kalman Filter combining with a filter management strategy. Finally, the proposed method is evaluated with the vehicle equipped with a forward-looking LiDAR sensor. The results show that the method proposed can detect and track multiple vehicle objects accurately, and wrong associations can be avoided.

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    Numerical Simulation of Car-following Model in Sand-dust Environment
    TAN Jin-hua
    2018, 18(3): 63-67. 
    Abstract ( )   PDF (3832KB) ( )  

    Driver's sight would be affected by sand-dust environment, resulting in additional reaction time to identify road and traffic conditions, which may cause safety problems. To explore the impact of sand-dust environment on traffic flow, this study proposes an extended car-following model based on driving behaviors under sand-dust environment (SDM). Through linear stability analysis and numerical simulation, the results show that the unstable region of SDM enlarges with increasing the value of the parameter α, which indicates that it can weaken the stabilization of traffic system. Besides, the more severely the traffic flow is affected by sand-dust environment, the greater the dispersion of vehicle speed will be, and the wider the fluctuation range of acceleration will be. Therefore, the sand-dust environment will lead to traffic flow involved in unsafe state, which increases traffic accident probability.

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    Multilane Cellular Automaton Model Based on the Lane-changing Mechanism
    DENG Jian-hua, FENG Huan-huan
    2018, 18(3): 68-73. 
    Abstract ( )   PDF (3760KB) ( )  

    Based on exploring the driver’s lane-changing decision mechanism and analyzing internal and external factors of driver’s lane-changing decision, a multilane-changing model, which takes internal factors as decision variable and external factors as constraint condition, is developed. A modified multi-lane cellular automaton model based on lane-changing mechanism is formed by introducing this multilane-changing model into the one-dimensional comfortable driving cellular automaton model. The operation analysis under different V/C conditions of this cellular automaton model shows driver’s lane-changing behavior should lead vehicle’s working conditions about itself and surrounding vehicles to change, such as acceleration, deceleration, uniform speed and idle speed, etc.; different internal and external factors should not only lead average lane-changing number to difference, but also lead fluctuation of the average speed to difference. This multilane-changing model describes lane-changing decision mechanism clearly; and describes common effect of multiple internal and external factors also, has good adaptability and expansibility.

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    An Approach to Calculate the Loading Capacity of the Power Supply System for Dual-source Trolleybuses in Public Transit
    BAO Yan, ZHANG Di, JIANG Jiu-chun, FENG Ran
    2018, 18(3): 74-80. 
    Abstract ( )   PDF (3934KB) ( )  

    To evaluate the loading capacity of the power supply system of dual-source trolleybuses in the planning and operation of public transit system, this paper analyzes the constraints that affect the power capability of the two power supply systems from the two aspects: the catenary power supply and the on-board energy storage power supply. Power capacity calculation models of the power supply system with typical topologies are established. Meanwhile, the power demand model of dual-source trolleybuses considering multi-vehicle driving conditions is established based on the statistic data and least-squares parameter identification. The calculation method of loading capacity for catenary power system which takes the acceptable number of vehicles as an index is proposed. The calculation model for the loading capacity of the on-board energy storage power supply system is established, and its related calculation method with the off-line ratio as the core index is proposed as well. Finally, the case studies are performed based on the operation data of dual-source trolleybuses in Beijing. The comparison between the calculation and the simulation results verifies the accuracy of the model. The calculation method can provide references to the operation and planning of dual-source trolleybuses.

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    Systems Engineering Theory and Methods
    Fatigue Driving Detection Based on Autoregressive Conditional Duration Model
    MAO Shu-hua, WANG Xian-peng, WEN Jiang-hui, WU Chao-zhong, XIAO Xin-ping
    2018, 18(3): 81-87. 
    Abstract ( )   PDF (4136KB) ( )  

    For driving speed data of different drivers in real driving experiments, this paper gets the sequence of vehicle speed change duration, applies Autoregressive Conditional Duration Model (ACD) to discuss the related properties of vehicle speed change duration, and evaluates the reliability of the model. The ACD model is used to model the time series of vehicle speed change duration. The advantage is that it can directly study the microscopic properties of driving states without losing the characteristics of original non equal interval time series. Using EACD (1,1) and WACD (1,1) to model the speed change time series of different drivers, the results show that it has good fitting effect. When the actual duration is smaller than the expectation of conditional duration, the driver's driving state may become better, and when the actual duration is more than the expected duration, the driving state is likely to be bad.

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    Modelling Merging Location in Freeway Weaving Sections Based on Gradient Boosting Decision Tree
    LI Gen, SUN Lu
    2018, 18(3): 88-93. 
    Abstract ( )   PDF (2885KB) ( )  

    Merging behaviors in weaving sections heavily affect traffic operations and may trigger traffic congestions and breakdowns. Merging location is one of the most important merging behaviors. A new method called Gradient Boosting Decision Tree(GBDT) is presented in this paper to develop a merging location model. Because merging behaviors involve both longitudinal and lateral driving behaviors, initial lateral location is considered in this paper. Data are extracted from NGSIM dataset and used to train the model. Compared with Lognormal model using AIC, BIC and R2, the proposed GBDT model is better than Lognormal model. It is shown that later location is most important variable. The partial effects of exploratory variables indicate that GBDT can reveal the hidden nonlinear relationships between merging location and exploratory variables.

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    Non-lane-based Heterogeneous Traffic Flow Research Based on Social Force Model
    YANG Da, SU Gang, WU Dan-hong
    2018, 18(3): 94-100. 
    Abstract ( )   PDF (3945KB) ( )  

    Considering currently the lack of the research on the non-lane-based traffic flow characteristics, and the heterogeneity between different types of vehicles is also not considered, so this paper proposes a new model based on the social force model for the non-lane- based heterogeneous traffic flow. The model is calibrated and validated by using the simulation software Matlab by establishing the simulation platform. This paper conducts the analysis of the model characteristic, road conditions and the proportion of the large vehicle. The results show that the proposed model could effectively simulate the characteristics of heterogeneous traffic flow with no lane division. When there is no lane division, the road capacity and average speed decreased with the decrease of road width. When the road width is less than 7 m, the traffic capacity would decrease sharply. When traffic density is relatively low, the increase of large vehicle proportion had little effect on road capacity and average speed, and when the traffic density is relatively high, the increase of large vehicle proportion would reduce the capacity of traffic volume, but the traffic flow would become more stable.

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    Identify Risks of Pedestrian Crossing Based on Sequence Alignment Method
    WU Wen-jing, CHEN Run-chao, MA Fang-wu, LIANG Zhi-kang
    2018, 18(3): 101-107. 
    Abstract ( )   PDF (3671KB) ( )  

    The sequence of pedestrian crossing reflects the continuity of pedestrian-motor vehicle behaviorals interaction in space-time. Identifying the risks of pedestrian crossing sequences and analyzing the related influencing factors are helpful to evaluate the risks of pedestrian crossing behaviors under different circumstance. The collision accidents data of pedestrian- motor vehicles in the intersection area are excavated. By using the sequence alignment method of bioinformatics, the similarity of pedestrian crossing accidents sequences is compared and classified. Furthermore, the risks coupling influences factors of the sequences are analyzed based on gray relational method. The results show that, six kinds of risk sequences of pedestrian crossing accidents are identified. The causes of collisions are similar between Seq2 and Seq5 or Seq3 and Seq4. Otherwise, weather is not the main cause of Seq1, and the cause of collisions of Seq2 and Seq5 lies mainly in the drivers. The research results have certain theoretical value and practical significance to improve pedestrian traffic risk management.

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    An Approach to Classify the Public Transit Users Based on Macro & Micro Nested Data
    SUN Shi-chao
    2018, 18(3): 108-112. 
    Abstract ( )   PDF (3321KB) ( )  

    This paper proposes an approach to classify the transit users based on macro & micro nested data. The approach can link the interviewee in survey data and the cardholder in smartcard database, by the use of card number recognition and the trip chain matching method. So we can simultaneously access to the travel behavior of cardholders and also the microcosmic social attribute and the willingness of individual information, remedying the lack of a single data source analysis. In the empirical analysis in Xiamen, China, the success rate of data link is 70.5%. Finally, combined with this data, the two dimensions of transit travel behavior and attitude will be crossanalyzed to realize the classification of different groups of transit users.

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    Driver’s Visual Load at Tunnel Entrance and Exit of Sections with High Ratio of Tunnels
    DUAN Meng-meng, TANG Bo-ming, HU Xu-hui, HE Bai-ke, LIU Tang-zhi
    2018, 18(3): 113-119. 
    Abstract ( )   PDF (3663KB) ( )  

    In order to analyze the relationship between the change of driver's visual characteristics and the safety of driving in sections with high ratio of tunnel, the change regulation of pupil area of the driver while going through the tunnel entrance and exit is analyzed. And the concept of "load repeat accumulation effect" is put forward to express the phenomenon of driver's visual change in the process of frequently entering and exiting the tunnels. The maximum transient velocity of pupil area Vω(t) is taken as an evaluation index to describe the change regulation of driver's visual load. The maximum transient velocity value of pupil area which is short for MTPA and the conversion duration for visual turbulence are taken as the basis for judging the size of visual load of the driver's. The evaluation system of drivers' visual comfort at the entrance and exit of tunnels is established, then confirm the visual load according to the evaluation system. Finally, the influence degree of the tunnel entrance and exit on the traffic safety could be determined. The research results show that the research method of this paper is feasible. It could be well applied to the study of visual load evaluation of drivers in sections with high ratio of tunnels, it could also provide a certain reference for the safety guarantee of tunnel entrance and exit.

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    Variable Speed Limit Control Method for Freeway Bottleneck Area
    YU De-xin, LIU Heng, ZHENG Li-li, MA Xiao-gang, XING Xue, ZHANG Hang
    2018, 18(3): 120-125. 
    Abstract ( )   PDF (4098KB) ( )  

    When freeway traffic in the peak period, the main freeway sections may appear crowded bottleneck sections, resulting in increased vehicle uptime and lower sections of the freeway main line operating efficiency and other issues. Based on the space-time characteristics of traffic flow in the bottleneck area section of freeway, the paper extends the existing Papageorgiou model and considers the speed control factors to make it suitable for the real traffic flow operation under the variable speed control environment. An improved model of variable speed control conditions in the bottleneck area of freeway is set up to optimize the variable speed control of freeway main line with the aim of maximizing the total traffic volume and minimizing the total vehicle travel time in the cycle. Simulation results show that, relative to the fixed speed control, variable speed control method proposed article can reduce the total travel time of 7.45% , raising the average rate of 8.78% , indicating that the variable speed control model can alleviate to some extent on the freeway bottleneck area congestion problem.

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    Section Velocity Distribution of Traffic Flow Model with Weibull Distribution Based on MLE-LM Algorithm Estimation
    FU Xin-sha, ZHENG Wei, WANG Xiao-fei
    2018, 18(3): 126-132. 
    Abstract ( )   PDF (3878KB) ( )  

    For the problems that one-sided hypothetical relations, incomplete regression data and fitting models lacking of universality and accuracy in the traditional velocity distribution of section traffic flow, the paper uses the bisecting K-FCM clustering algorithm to cluster partition the large sample traffic flow data of velocity, flow and occupancy. Then, MLE-LM algorithm model is established to fit three parameters Weibull distribution of section velocity, and compares its fitting results with the normal distribution and multi- peaks gaussian fitting. Such an algorithm model is featured with fast convergence, high precision of fitting results and simple steps of solutions, and it is not easy to converge in local extremum and sample capacity has the strong adaptive capacity. The results show that non-parametric estimation of multi-peaks Gaussian has the best fitting effect, but its degree of freedom is smaller than the parameter estimation. That means the variables is limited, and it is difficult to reflect the distribution characteristics of the expressed data. The fitting results of Weibull-3 distribution are all greater than 0.7, which is better than the normal distribution. The overall results show that the velocity distribution obeys the Weibull-3 distribution in different traffic flow.

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    Graphical Solution for System Optimum Dynamic Traffic Assignment Problem with Multiple-peak Demand
    ZHAO Chuan-lin, JIAO Peng-peng
    2018, 18(3): 133-138. 
    Abstract ( )   PDF (2951KB) ( )  

    It is difficult to study dynamic traffic assignment (DTA) problem in transportation science area, especially how to acquire the system optimal solutions. One kind of graphical solution method is introduced by Munoz and Laval (2006) to get the dynamic system optimal solutions. Based on this, this paper extends their method and investigates the system optimum dynamic traffic assignment problem in parallel network with multipeak demand. It is assumed that the cumulative arrival curve is known and point-queue bottleneck, and the traffic assignment lines are drawn by calculating the sum of variations to make sure that the dynamical optimality conditions are satisfied. Two cases are considered: the bottleneck capacity of one link is constant and that of another link are, respectively, constant and unlimited. The conclusions of this study are helpful to understand the spatial and temporal distribution of traffic flow deeply.

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    Evaluation on Equilibrium of Passenger Flow Distribution on Urban Rail Transit Network
    HUANG Zhi-yuan, XU Rui-hua, YANG Ru-dong, LIU Wei
    2018, 18(3): 139-145. 
    Abstract ( )   PDF (4892KB) ( )  

    The passenger flow distribution on urban rail transit (URT) network has a character of spatial-temporal disequilibrium under complex network operation. In order to quantify its imbalance, generalized equilibrium evaluation tools: Gini coefficient and Theil index are used. Equilibrium of passenger flow distribution on URT network is evaluated multi-dimensionally by calculating station passenger flow volume and section load factor. A case study based on Shanghai Metro network is conducted. The Gini coefficients of passenger flow distribution on stations at morning peak 8:30-8:45, off peak 10:45-11:00 and evening peak 18:30-18:45 are 0.527, 0.554, 0.540. According to evaluation criterion, passenger flow distribution in three periods are all terribly unbalanced. The Gini coefficients of passenger flow distribution on sections are 0.502, 0.366, 0.476, which means passenger flow distribution states respectively are terribly disequilibrium, relative equilibrium and comparative disequilibrium. The results of Theil index based on grouping by line are consistent with the above conclusions. By analyzing disequilibrium contribution rate that passenger flow distribution on lines to the network, the results are conform to the actual passenger flow network distribution, which verify the feasibility and validity of the method proposed in this paper.

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    Congestion Propagation Quantization Model about Rail Transit System
    XIONG Zhi-hua, YAO Zhi-sheng
    2018, 18(3): 146-151. 
    Abstract ( )   PDF (3891KB) ( )  

    The rail transit has become the backbone of the integrated passenger transport system. It affects the normal operation of the urban passenger transport and the social economy as well. The study of the law of the congestion propagation rate helps to improve the safety and the efficiency of the rail transit system. Previous attempts to describe the oversaturated condition propagation are lack of detailed parameter or not in accordance with the actual situation. The parameters for the oversaturated condition propagation model are estimated in this paper and the congestion propagation model considered the passenger flow can be obtained. Firstly, it analyzes the parameters and their influence factors in the oversaturated conditions propagation model and the comparison about the congestion propagation quantization is proposed. Secondly, the character of the passenger flow is conducted as its research objective. Thirdly, the threshold of the large passenger flow can be established through the data of the passenger flow and remain capacity of the train. Fourthly, the quantitative model of the congestion propagation rate is constructed. The influence of the passenger flow can be obtained by the susceptible-infected-recovered (SIR) model. Finally, the Beijing rail transit line 13 is illustrated. The congestion propagation rate in different time and different transfer situations can be conducted. It is beneficial for help optimizing the service of the rail transit system, and for the emergency disposal of the urging surging passenger flow.

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    Optimizing Train Plan with Multi-routing and Express-local Modes for Suburban Rail Transit Based on Bi-level Programming
    TANG Lian-hua, XU Xing-fang
    2018, 18(3): 152-159. 
    Abstract ( )   PDF (3883KB) ( )  

    Due to the uneven temporal and spatial distribution of passenger flow, the train plan that stops at every station and runs along the entire line cannot well meet passenger flow demand. Therefore, according to the characteristics of passenger flow in suburban rail transit, a research on the train plan that combines full-length & short-turn routing with express-local modes is of great significance. Based on the analysis of passengers’transfer behavior and generalized travel cost, this paper gives a full consideration of the master-slave game relationship between the train plan and passengers route choice, and then puts forward a bi-level programming model to obtain the train plan that aimed at solving the spatial disequilibrium of demand and eventually increase the line’s capacity and service quality. In the case study, taking a specific suburban line as a numerical example, the train plan combined with multi-routing and express-local modes is obtained. Result shows that compared with traditional train plan with single-routing and local modes, the multi-routing and express-local modes have made the passengers’ traveling time and enterprise’s operation cost reduced by 2.25% and 9.25%, respectively. The model and the algorithm are proved effective.

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    Optimization on Local/Express Train Operation Plan of Urban Rail Transit by Bi-level Programming
    SUN Yuan-guang, SHI Hai-ou, WANG Ying, CHEN Shao-kuan
    2018, 18(3): 160-167. 
    Abstract ( )   PDF (4087KB) ( )  

    A bi-level programming model for local/express trains operation considering the transfer behavior of passengers is proposed, to cater for the spatial and temporal distribution of passengers and meet their requirement of long distance travel. The upper part of the proposed model achieves an optimum operation plan with multiple routing schemes, aiming at the minimum travel time of passengers and turnaround time of trains, confined by line through capacity and the proportion of local trains to express trains. The lower part realizes the passenger assignment for the proposed local/express train operation plan after constructing a topological network describing the transfer behavior of passengers. A particle swarm algorithm (PSO) is devised to obtain the solutions of the proposed model, and the case studies for Metro Line 14 in Guangzhou are carried out to verify the feasibility and availability of the proposed model.

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    Air Resistance Coefficient of Hump Rolling Wagon Based on Fluent Simulation
    YANG Jing, ZHANG Hong-liang, ZHOU Jia-jie, DUAN Yue-yi
    2018, 18(3): 168-174. 
    Abstract ( )   PDF (5097KB) ( )  

    The influences of rail wagon body parameters and loading status on Air Resistance Coefficient(ARC) during the hump rolling process are studied. Based on aerodynamics, fluent simulation models of 27 t-axle load general freight wagon, as C80、P80, and 23 t-axle load freight wagon, as C70、P70, are established. Considering different angles between the wind & wagon combined speed and the longitudinal axis of wagon during 0~80° range, the ARCs of different wagon types with different loading status are calculated. The simulation results show that, ARCs have changed a lot with different wagon types and loading status: the ARCs of P80、P70 increase significantly with growth rates 28.5%、28.0% compared with those of standardized wagon P50, the ARCs of full load C80、full load C70 increase with rates 30.5%、29.0% compared with those of standardized wagon C65, the ARCs of empty C80、empty C70 increase with rates 47.1%、59.8% compared with full load C70 status. Then based on the curve fitting method, the ARC calculation model is detained. This paper solves the problem that the ARC was calculated inaccurately for different wagon type and loading status in the past hump design and speed control. Therefore, this paper has important theoretical and practical significance.

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    Comprehensive Optimization for Turnover of Multiple Units and Utilization of Arrival-departure Track
    WANG Bin, HUANG Ling, ZHENG Ya-jing, ZHANG Lu-sheng
    2018, 18(3): 175-181. 
    Abstract ( )   PDF (4455KB) ( )  

    Turnover of multiple units and utilization of arrival-departure track are both the important subjects of high-speed railway operation. This paper takes the connection of multiple units in the operation line and compatibility of the occupation of arrival-departure as constraint condition, and takes the utilization of the least number of multiple units as the optimization object, according to characteristics of high-speed railway operation, to utilize the fact that the period of primary inspection is twice the length of the period of high-speed railway operation to build a 0-1 type integer linear programming model on the basic of a continuous network with a time span of 48 hours. Considering the macroscopic turnover of multiple units and the microscopic utilization of arrivaldeparture together, this model could both get the turnover of multiple units scheme and the utilization of arrivaldeparture scheme through solving the model. The example shows that the model built in this paper could achieve to optimize more than two operation overall and give a support for decision in the actual operation works.

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    Reliability and Availability Evaluation of Train Control Center Based on Dynamic Bayesian Network
    JIANG Lei, WANG Xiao-min, LIN Wei
    2018, 18(3): 182-188. 
    Abstract ( )   PDF (3557KB) ( )  

    This paper presents a systemic approach to evaluate the reliability and availability of train control center in interlocking station (ITCC) and relay station (RTCC) based on dynamic Bayesian network, aiming to solve the problems such as common cause failure, dynamic failure behavior, and recovery mechanism. Taking account of the systemic architecture, the dynamic fault tree is constructed. By mapping dynamic fault tree to dynamic Bayesian network(DBN), the structure and parameter modeling are conducted. Based on the forward inference of DBN, the reliability and availability of ITCC and RTCC are obtained and compared. Based on the backward inference of DBN, the vulnerabilities of train control center are recognized. Moreover, the sensitivity analysis and the effect of recovery mechanism on reliability and availability are researched. The results show that the availabilities of ITCC and RTCC with common cause failure are 0.999 960 and 0.999 977, respectively; the DY and PIO are the vulnerabilities, which should be paid more attention. The proposed approach can improve the intelligent maintenance level of train control center.

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    Unit Division Method of Railway Transportation Equipment Based on K-means Algorithm
    WANG Hua-wei, SHI Tian-yun, YAN Yong-li
    2018, 18(3): 189-194. 
    Abstract ( )   PDF (3305KB) ( )  

    Railway transportation equipment is the foundation of railway transportation production. Management unit is the basic object of equipment monitoring, maintenance, management and decision analysis on railway transportation equipment. It is also the basic analysis unit which equipment management and comprehensive application need. In order to meet the transportation equipment unit division needs, a series of research is carried out. Firstly, the rail transportation equipment constituent is analyzed. Secondly, the railway transportation equipment unit division principle is put forward. Thirdly, the research on railway transportation equipment unit division method based K-means algorithm is carried out, and the method is used for railway communication equipment unit division. Practice results show that the proposed method is better than the traditional equipment classification method, and it is more suitable for the equipment technical condition management and analysis evaluation. Therefore, the method is reasonable, feasible, and valuable.

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    Speed Optimization Considering Dispatch and Demurrage of the Tramp Shipping
    YU Chao, WANG Zhi-hua, GAO Peng
    2018, 18(3): 195-201. 
    Abstract ( )   PDF (3756KB) ( )  

    Port choice for the tramp shipping is significantly affected by the dispatch and demurrage in the shipping contract. The model of docking and speed optimization of tramp shipping is established under the condition of probability of default for speed optimization and port choice problem, and the influence of demurrage and dispatch on the profit of ship-owner is considered. The improved particle swarm optimization (PSO) algorithm, two stage PSO is used to solve the model. By the example analyzing, it is found that the two stage PSO is superior to the traditional PSO in terms of operation speed and result. Finally, it is found that sensitivity analysis of default rate, demurrage and handling efficiency show that the profit of shipping company would increase with the rise of default rate, demurrage and handling efficiency within a certain range.

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    Integrated Optimization of Truck Appointment for Export Containers and Crane Deployment in a Container Terminal
    MA Meng-zhi, FAN Hou-ming, JI Ming-jun, GUO Zhen-feng
    2018, 18(3): 202-209. 
    Abstract ( )   PDF (3977KB) ( )  

    The randomness of truck arrivals often leads to many problems, such as workload imbalance of cranes among different period, shortage of cranes and terminal congestion during the peak arrival period. An bi-level programming model integrates truck appointment and crane deployment is developed. The minimum truck waiting time at the gate lanes, total number of trucks that shifted their originally intended arrival times, and total crane minutes of workload left at the end of each planning period are taken as the upper programming objectives. And the minimum crane minutes of workload left at the end of each period is taken as the follower programming objective. Then, the parallel genetic algorithm is designed to solve the model. Finally, numerical experiments based on the data of Tianjin Oriental container terminal are given. Calculation result shows that truck appointment for export containers is able to reduce the truck waiting time at the gate lanes. And the integrated optimization of truck appointment and crane deployment is more effective than the independent optimization for improving the efficiency of the container delivery process.

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    Profit Allocation Optimization Based on Multi-center Vehicle Routing Problem
    WANG Yong, REN Yin-ji, LIU Yong, XU Mao-zeng
    2018, 18(3): 210-217. 
    Abstract ( )   PDF (4380KB) ( )  

    To overcome the unbalanced profit allocation problem among distribution centers in multi-center vehicle routing optimization process, the logistics service provider is introduced as a coordinator to promote a cooperative alliance among the distribution centers (DCs). Firstly, a mathematical model is established to minimize the total cost of the multi-center joint distribution network. Secondly, the initial routes are generated based on customer clustering approach, and a Genetic-Algorithm-Particle Swarm Optimization (GA-PSO) hybrid algorithm is utilized to optimize the initial routes. And then, MCRS (Minimum Cost-Remaining Saving), Shapley value method, the proportion minimum core method, the weak minimum core method and the minimum core method are used to solve the multi-center profit allocation model, and the alliance stability approach is used to select the optimal profit allocation strategy. Finally, the strictly monotonic path (SMP) method is applied and the profit maximization of logistics service provider is taken as the goal to study the formation process of alliance cooperation sequence and the existent form of multiple alliances. The effectiveness of the proposed method is verified by an example. The results show that the method is helpful to promote the formation of alliance among distribution centers, and the method can also be used in the formation, split and network optimization of logistics transportation network cooperation alliance based on multi-center vehicle routing problem.

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    Disruption Management Optimization for VRPSDP with Changes of Customer Distribution Requirement
    ZHAO Liang, LIANG Xiao-ping, YANG Hua-long, WANG Zheng
    2018, 18(3): 218-224. 
    Abstract ( )   PDF (3696KB) ( )  

    In order to handle the disruption caused by the changes of customer distribution requirement to the original plan of vehicle routing problem with simultaneous delivery and pickup (VRPSDP), this paper conducts the disruption identification analysis on the influence of the disruption event on the original logistics distribution vehicle routing scheme from three aspects of path, cost and service time. Therefore, the disruption management model with changes of customer distribution requirement is established. Then, a new dispatching method using tabu search algorithm is designed on the basis of the results of disruption identification. The randomly selected 6 samples from Solomon standard test verify the effectiveness of the model and algorithm. Experimental results show that the generalized total cost deviation is reduced obviously with the disruption management method given by this paper compared with the traditional adding vehicle or rescheduling method. And it could generate a satisfactory distribution vehicle schedule adjustment plan in a short time.

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    Cases Analysis
    A Method of Traffic State Estimation for Expressway Based on Multivariate Clustering Analysis
    CHEN Zhao-zheng, WU Cong
    2018, 18(3): 225-233. 
    Abstract ( )   PDF (5862KB) ( )  

    For the shortcomings of the traditional traffic state of single variable judgment method, a real-time evaluation method of highway traffic flow based on multivariate cluster analysis is established. We use fuzzy clustering and K-means clustering algorithm, combined with the actual traffic flow data, to cluster the speed, flow and other vectors. The traffic state classification method is established, which is suitable for the current highway. It can reflect the traffic flow state in real time, accurately and comprehensively. This paper provides data foundation for efficient traffic management and reasonable travel plan.

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    Co-evolutionary Characterization of Economy and Transportation Corridor for Chengdu-Chongqing City Group
    FAN Ying-fei, ZHANG Guo-peng, XU Meng-qing, MA Jian, JIANG Xin-guo
    2018, 18(3): 234-241. 
    Abstract ( )   PDF (3267KB) ( )  

    Assessing the co-evolutionary characterization of economy and transportion is an important measure to consider the overall development of a city group. However, there is no study specifically available to explain the impact of specific indexes involved in the co-evolutionary analysis. Thus, based on affordances evaluation, the paper establishes the co-evolutionary characterization methods of economy and transportation corridor for Chengdu-Chongqing city group from the analyses of microscopic, macroscopic and mesoscopic. By means of the data fitting, rank correlation analysis, and Pawlak rough set reduction, a complete evaluation system is established and co-evaluation relationship is determined. Furtherly, non co-evolutionary indexes are identified. Results show that: there is a strong co-evolutionary relationship between economy and transportation corridor for ChengduChongqing city group; non co-evolutionary indexes are the economy structure and efficiency indexes in Chengdu, the economy efficiency index of Chongqing, and the structure index of transportation corridor. The findings will help to evaluate the co-evolutionary of city group and provide the suggestions for the further development.

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