CN110920695A - Interconnection and interworking-based vehicle configuration optimization method and device - Google Patents

Interconnection and interworking-based vehicle configuration optimization method and device Download PDF

Info

Publication number
CN110920695A
CN110920695A CN201911213996.3A CN201911213996A CN110920695A CN 110920695 A CN110920695 A CN 110920695A CN 201911213996 A CN201911213996 A CN 201911213996A CN 110920695 A CN110920695 A CN 110920695A
Authority
CN
China
Prior art keywords
passenger flow
line
section
flow volume
interval
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201911213996.3A
Other languages
Chinese (zh)
Other versions
CN110920695B (en
Inventor
曹楠
孙军国
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Traffic Control Technology TCT Co Ltd
Original Assignee
Traffic Control Technology TCT Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Traffic Control Technology TCT Co Ltd filed Critical Traffic Control Technology TCT Co Ltd
Priority to CN201911213996.3A priority Critical patent/CN110920695B/en
Publication of CN110920695A publication Critical patent/CN110920695A/en
Application granted granted Critical
Publication of CN110920695B publication Critical patent/CN110920695B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61LGUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
    • B61L27/00Central railway traffic control systems; Trackside control; Communication systems specially adapted therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61LGUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
    • B61L27/00Central railway traffic control systems; Trackside control; Communication systems specially adapted therefor
    • B61L27/40Handling position reports or trackside vehicle data

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Abstract

The embodiment of the invention provides a vehicle configuration optimization method and device based on interconnection, wherein the method comprises the following steps: the method comprises the steps that passenger flow of each inter-vehicle section in an uplink section and a downlink section, which take a line crossing point as a boundary point, on a first line and a second line is obtained, and the first line and the second line can be interconnected; and determining the number of the vehicles on the first line, the number of the vehicles on the second line and the number of the vehicles across the line according to the passenger flow of each vehicle interval. According to the vehicle configuration optimization method and device based on interconnection, the number of the vehicle configurations on the first line, the number of the vehicle configurations on the second line and the number of the vehicle configurations across lines are obtained by analyzing and processing the passenger flow volume of each vehicle interval on the uplink section and the downlink section on the first line and the second line, so that the vehicle configuration scale required in the operation process of adjacent lines on interconnection is realized, the mutual coordination of train operation among lines is realized, the number of the vehicle configurations required by the independent operation of the adjacent lines is reduced, and the operation cost is reduced.

Description

Interconnection and interworking-based vehicle configuration optimization method and device
Technical Field
The invention relates to the technical field of rail transit, in particular to a vehicle configuration optimization method and device based on interconnection.
Background
The development of urban rail transit will eventually form a rail transit network. In the current situation, trains with a single line are often driven on each rail traffic line, namely, a form of independent operation of branch lines. The operation management corresponding to single-line operation is relatively simple, but the special wireless system of each line operates independently, and vehicles of each line are special, so that cross-line operation cannot be performed, and adverse factors such as high operation cost, single operation situation, resource waste and the like are brought to a rail transit operation unit in vehicle allocation, resource sharing and operation modes. In order to solve the problem of urban rail transit at present, the interconnection idea based on networked operation design is developed by combining the development experience of the urban rail transit abroad.
Interconnection and intercommunication are favorable for realizing reasonable distribution of resources, the service level is improved systematically, the defects caused by single-wire independent operation are overcome, and the situation that lines and stations are transformed after operation is avoided. The urban rail transit transportation organization scheme based on interconnection is more flexible, the requirement for coordination between lines is higher, and meanwhile, the method has an obvious effect of improving the passenger service level. Based on the background, vehicle sharing configuration can be carried out on adjacent lines, and reasonable allocation of resources is facilitated. The train can be borrowed and transferred to the adjacent line to operate when the operation is in the peak period, and the train can be borrowed and transferred to other lines when the operation is in the peak period, so that the number of vehicles allocated to each line is reduced to a certain extent, and resources are saved. But at present, no better configuration method exists for adjacent lines under interconnection and intercommunication in the vehicle configuration scale.
Disclosure of Invention
Aiming at the problems in the prior art, the embodiment of the invention provides a vehicle configuration optimization method and device based on interconnection.
In a first aspect, an embodiment of the present invention provides an interconnection-based vehicle configuration optimization method, including:
the method comprises the steps that passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line is obtained, the first line and the second line can be interconnected, and the traffic interval is a traffic interval between adjacent stations;
and determining the number of the vehicles on the first line, the number of the vehicles on the second line and the number of the vehicles across the line according to the passenger flow of each vehicle interval.
Optionally, the determining the number of vehicles arranged on the first line, the number of vehicles arranged on the second line, and the number of vehicles arranged across lines according to the passenger flow volume in each traffic interval includes:
determining reference interval passenger flow corresponding to an uplink section and a downlink section on a first line and a second line according to the passenger flow of each traffic interval, wherein the reference interval passenger flow is the maximum passenger flow in the passenger flow of each traffic interval on the uplink section and the downlink section;
determining a first section passenger flow volume and a second section passenger flow volume corresponding to the first line according to the reference section passenger flow volume, and determining a third section passenger flow volume and a fourth section passenger flow volume corresponding to the second line; the first section passenger flow volume and the second section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the first line, and the third section passenger flow volume and the fourth section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the second line;
determining the number of the configured cross-line vehicles according to the first section passenger flow volume, the second section passenger flow volume, the third section passenger flow volume and the fourth section passenger flow volume;
determining the vehicle configuration number on the first line according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line according to the passenger flow of the fourth section.
Optionally, the determining the number of configured cross-line vehicles according to the first section passenger flow volume and the third section passenger flow volume includes:
determining a first cross-line dispatching frequency by adopting a frequency formula according to the first interval passenger flow volume and the second interval passenger flow volume;
determining a second cross-line departure frequency by adopting a frequency formula according to the passenger flow volume of the third interval and the passenger flow volume of the fourth interval;
determining a reference cross-line departure frequency according to the first cross-line departure frequency and the second cross-line departure frequency;
and determining the cross-line departure interval by adopting an interval formula according to the reference cross-line departure frequency, and determining the number of cross-line vehicles according to the cross-line departure interval by adopting a configuration formula.
Optionally, the frequency formula comprises:
f=q/C
wherein f is the departure frequency, q is the passenger flow volume, and C is the number of the train passengers;
the interval formula includes:
h=60/f
wherein h is departure interval, the unit is min, and f is departure frequency;
the configuration formula includes:
Figure BDA0002298976600000031
wherein n is the number of vehicle configurations, TcThe train turnaround time is h, and departure interval is h.
Optionally, determining the number of vehicles on the first road according to the passenger flow volume in the second section, and determining the number of vehicles on the second road according to the passenger flow volume in the fourth section, includes:
determining the vehicle configuration number on the first line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the fourth interval.
In a second aspect, an embodiment of the present invention provides an interconnection-based vehicle configuration optimization apparatus, including:
the system comprises an acquisition module, a traffic monitoring module and a traffic monitoring module, wherein the acquisition module is used for acquiring the passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line, the first line and the second line can be interconnected and communicated, and the traffic interval is a traffic interval between adjacent stations;
and the configuration module is used for determining the number of the vehicles on the first line, the number of the vehicles on the second line and the number of the vehicles across the line according to the passenger flow of each vehicle interval.
Optionally, the configuration module is specifically configured to:
determining reference interval passenger flow corresponding to an uplink section and a downlink section on a first line and a second line according to the passenger flow of each traffic interval, wherein the reference interval passenger flow is the maximum passenger flow in the passenger flow of each traffic interval on the uplink section and the downlink section;
determining a first section passenger flow volume and a second section passenger flow volume corresponding to the first line according to the reference section passenger flow volume, and determining a third section passenger flow volume and a fourth section passenger flow volume corresponding to the second line; the first section passenger flow volume and the second section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the first line, and the third section passenger flow volume and the fourth section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the second line;
determining the number of the configured cross-line vehicles according to the first section passenger flow volume, the second section passenger flow volume, the third section passenger flow volume and the fourth section passenger flow volume;
determining the vehicle configuration number on the first line according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line according to the passenger flow of the fourth section.
Optionally, the configuration module is specifically configured to, in the process of determining the number of configured overpass vehicles according to the first section passenger flow volume and the third section passenger flow volume:
determining a first cross-line dispatching frequency by adopting a frequency formula according to the first interval passenger flow volume and the second interval passenger flow volume;
determining a second cross-line departure frequency by adopting a frequency formula according to the passenger flow volume of the third interval and the passenger flow volume of the fourth interval;
determining a reference cross-line departure frequency according to the first cross-line departure frequency and the second cross-line departure frequency;
and determining the cross-line departure interval by adopting an interval formula according to the reference cross-line departure frequency, and determining the number of cross-line vehicles according to the cross-line departure interval by adopting a configuration formula.
Optionally, the frequency formula comprises:
f=q/C
wherein f is the departure frequency, q is the passenger flow volume, and C is the number of the train passengers;
the interval formula includes:
h=60/f
wherein h is departure interval, the unit is min, and f is departure frequency;
the configuration formula includes:
Figure BDA0002298976600000051
wherein n is the number of vehicle configurations, TcThe train turnaround time is h, and departure interval is h.
Optionally, the configuration module is specifically configured to, in a process of determining the number of vehicles configured on the first line according to the second section passenger flow volume and determining the number of vehicles configured on the second line according to the fourth section passenger flow volume:
determining the vehicle configuration number on the first line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the fourth interval.
According to the vehicle configuration optimization method and device based on interconnection and intercommunication provided by the embodiment of the invention, the number of vehicle configurations on the first line, the number of vehicle configurations on the second line and the number of vehicle configurations on the crossline are obtained by analyzing and processing the passenger flow of each vehicle interval on the uplink section and the downlink section which take the crossline point as a demarcation point on the first line and the second line, so that the vehicle configuration scale required in the operation process of adjacent lines on interconnection and intercommunication is realized, the mutual coordination of train operation between the lines is realized, the number of vehicle configurations required by the independent operation of the adjacent lines is reduced, and the operation cost is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and those skilled in the art can also obtain other drawings according to the drawings without creative efforts.
FIG. 1 is a schematic flow chart of an embodiment of a vehicle configuration optimization method based on interconnection and interworking;
FIG. 2 is a schematic view of the passenger flow distribution of two lines in the interconnection of the present invention;
FIG. 3 is a schematic flow chart illustrating a vehicle configuration optimizing method based on interconnection according to another embodiment of the present invention;
FIG. 4 is a schematic structural diagram of an embodiment of an interconnection-based vehicle configuration optimization device according to the present invention;
fig. 5 is a schematic structural diagram of an electronic device according to an embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The development of urban rail transit will eventually form a rail transit network. In the current situation, trains with a single line are often driven on each rail traffic line, namely, a form of independent operation of branch lines. The operation management corresponding to single-line operation is relatively simple, but the special wireless system of each line operates independently, and vehicles of each line are special, so that cross-line operation cannot be performed, and adverse factors such as high operation cost, single operation situation, resource waste and the like are brought to a rail transit operation unit in vehicle allocation, resource sharing and operation modes. In order to solve the problem of urban rail transit at present, the interconnection idea based on networked operation design is developed by combining the development experience of the urban rail transit abroad.
Interconnection and intercommunication are favorable for realizing reasonable distribution of resources, the service level is improved systematically, the defects caused by single-wire independent operation are overcome, and the situation that lines and stations are transformed after operation is avoided. The urban rail transit transportation organization scheme based on interconnection is more flexible, the requirement for coordination between lines is higher, and meanwhile, the method has an obvious effect of improving the passenger service level. Based on the background, vehicle sharing configuration can be carried out on adjacent lines, and reasonable allocation of resources is facilitated. The train can be borrowed and transferred to the adjacent line to operate when the operation is in the peak period, and the train can be borrowed and transferred to other lines when the operation is in the peak period, so that the number of vehicles allocated to each line is reduced to a certain extent, and resources are saved. But at present, no better configuration method exists for adjacent lines under interconnection and intercommunication in the vehicle configuration scale.
To this end, fig. 1 shows a schematic flowchart of a method for optimizing a vehicle configuration based on interconnection, according to an embodiment of the present invention, and referring to fig. 1, the method includes:
s11, obtaining the passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line, wherein the first line and the second line can be interconnected and communicated, and the traffic interval is a traffic interval between adjacent stations;
s12, determining the number of vehicles arranged on the first line, the number of vehicles arranged on the second line and the number of vehicles arranged across lines according to the passenger flow of each vehicle interval.
For step S11, it should be noted that, in the embodiment of the present invention, two lines that are interconnected and intercommunicated usually have one cross-line point, and in the embodiment, the method is explained mainly by referring to the fact that two lines have one cross-line point.
Fig. 2 shows a schematic view of the passenger flow distribution of two lines. Referring to fig. 2, a No. 1 line (i.e., the first line mentioned in this embodiment) and a No. 2 line (i.e., the second line mentioned in this embodiment) have a crossover point O. Each line is generally divided into an uplink line or a downlink line in the running process of the train. For example, in line 1, a is the originating station, B is the terminating station, and from a to B is the uplink, and from B to a is the downlink. For example, in line 2, C is the originating station, D is the terminating station, and from C to D is the uplink, and from D to C is the downlink.
For this reason, if the crossover point is taken as the boundary point, the uplink of line No. 1 is divided into two uplink segments by point O, that is: AO and OB; the downlink is divided into two downlink segments by O, namely: BO and OA. Similarly, the uplink of line 2 is divided into two uplink segments by point O, that is: CO and OD; the downlink is divided into two downlink segments, DO and OC, at point O.
In the embodiment of the invention, each line is divided into a plurality of traffic intervals, and the traffic intervals are traffic sections between adjacent stations. For this reason, a plurality of traveling sections can exist in the upstream section and the downstream section.
In the embodiment of the invention, the passenger flow volume of each traffic interval is estimated in advance through a passenger flow prediction model. The passenger flow prediction model has a lot of information according to the passenger flow entering the station, the position of the train, the current time, the speed, the running interval time and the like, and is not repeated herein. The passenger flow prediction model corresponding to the large-scale activity scene is a large-scale activity passenger flow algorithm. And aiming at the passenger flow prediction model corresponding to the sudden passenger flow situation, the passenger flow prediction model is a sudden passenger flow algorithm. These two passenger flow algorithms belong to the prior art and are not described in detail herein.
In the embodiment of the invention, because the vehicle carries passengers for transportation, the estimation of the vehicle configuration scale can be realized by analyzing the passenger flow. Therefore, after the passenger flow volume of each vehicle section in the uplink section and the downlink section which take the cross-line point as the boundary point on the first line and the second line is obtained, the passenger flow volume needs to be analyzed and processed, so that the vehicle configuration number on the first line, the vehicle configuration number on the second line and the cross-line vehicle configuration number are determined.
According to the vehicle configuration optimization method based on interconnection and intercommunication provided by the embodiment of the invention, the number of the vehicle configurations on the first line, the number of the vehicle configurations on the second line and the number of the vehicle configurations on the crossline are obtained by analyzing and processing the passenger flow volume of each vehicle interval on the uplink section and the downlink section which take the crossline point as the demarcation point on the first line and the second line, so that the vehicle configuration scale required in the operation process of adjacent lines on interconnection and intercommunication is realized, the mutual coordination of train operation between the lines is realized, the number of the vehicle configurations required by the independent operation of the adjacent lines is reduced, and the operation cost is reduced.
Fig. 3 is a flowchart illustrating a method for optimizing vehicle configuration based on interconnection, according to an embodiment of the present invention, and referring to fig. 3, the method includes:
s21, obtaining the passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line, wherein the first line and the second line can be interconnected and communicated, and the traffic interval is a traffic interval between adjacent stations;
s22, determining reference interval passenger flow corresponding to an uplink section and a downlink section on the first line and the second line according to the passenger flow of each traffic interval, wherein the reference interval passenger flow is the maximum passenger flow in the passenger flow of each traffic interval on the uplink section and the downlink section;
s23, determining a first section passenger flow volume and a second section passenger flow volume corresponding to the first line according to the reference section passenger flow volume, and determining a third section passenger flow volume and a fourth section passenger flow volume corresponding to the second line; the first section passenger flow volume and the second section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the first line, and the third section passenger flow volume and the fourth section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the second line;
s24, determining the number of the vehicles arranged on the cross-line according to the first section passenger flow volume, the second section passenger flow volume, the third section passenger flow volume and the fourth section passenger flow volume, determining the number of the vehicles arranged on the first line according to the second section passenger flow volume, and determining the number of the vehicles arranged on the second line according to the fourth section passenger flow volume.
Regarding step S21, the step is basically the same as step S11 of the above embodiment, and is not described again here.
With respect to step S22-step S24, it should be noted that, in the embodiment of the present invention, continuing with fig. 2 and the explanation mentioned in the above embodiment as an example, each uplink section or downlink section includes a plurality of traffic intervals, and therefore each uplink section or downlink section corresponds to the traffic volume of a plurality of traffic intervals. Therefore, the maximum passenger flow volume is selected from the passenger flow volumes of the respective traffic zones as the reference zone passenger flow volume of the respective ascending zone or the descending zone. The passenger flow volume of the reference interval is used as an analysis basis for subsequently determining the vehicle configuration number.
For example, the reference section passenger flow volumes corresponding to the two upstream sections and the two downstream sections of the line No. 1 shown in fig. 2 are qAO、qOB、qBOAnd q isOA. The passenger flow of the reference interval corresponding to two uplink sections and two downlink sections of the No. 2 line is qCO、qOD、qDOAnd q isOC
After the passenger flow volumes of the reference sections corresponding to the first line and the second line are determined, the passenger flow volumes with the first two numerical values are selected from the passenger flow volumes of the reference sections corresponding to the first line and are respectively used as the passenger flow volumes of the first section and the second section. And selecting the passenger flow with the numerical value arranged in the first two from the reference section passenger flow corresponding to the second line as the third section passenger flow and the fourth section passenger flow respectively.
E.g. reference interval passenger flow qAO、qOB、qBOAnd q isOAMiddle qAOAnd q isBOThe first two of the four passenger flows are ranked, for which q is assignedAOAs the first section passenger flow volume, q isBOAs the second zone passenger flow volume.
The passenger flow rate in the reference interval is qCO、qOD、qDOAnd q isOCMiddle qODAnd q isOCThe first two of the four passenger flows are ranked, for which q is assignedODAs the third section passenger flow volume, q isOCAs the fourth zone passenger flow volume.
After the first, second, third and fourth section passenger flows are obtained, the number of the vehicle configurations of the crossroad can be determined according to the first, second, third and fourth section passenger flows, the number of the vehicle configurations of the first and second roads can be determined according to the second section passenger flow, and the number of the vehicle configurations of the second road can be determined according to the fourth section passenger flow.
In a further embodiment of the method according to the above embodiment, the further elaboration is mainly performed on determining the number of configured vehicles across the line according to the first section passenger flow volume, the second section passenger flow volume, the third section passenger flow volume and the fourth section passenger flow volume, determining the number of configured vehicles on the first line according to the second section passenger flow volume, and determining the number of configured vehicles on the second line according to the fourth section passenger flow volume, which is specifically as follows:
in the embodiment of the invention, the first cross-line departure frequency is determined by adopting a frequency formula according to the first interval passenger flow and the second interval passenger flow. And determining a second cross-line departure frequency by adopting a frequency formula according to the passenger flow volume of the third interval and the passenger flow volume of the fourth interval. And determining the reference cross-line departure frequency according to the first cross-line departure frequency and the second cross-line departure frequency. And determining the cross-line departure interval by adopting an interval formula according to the reference cross-line departure frequency, and determining the number of cross-line vehicles according to the cross-line departure interval by adopting a configuration formula.
Determining the vehicle configuration number on the first line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the second section; and determining the vehicle configuration number on the second line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the fourth interval.
In an embodiment of the present invention, the frequency formula includes:
f=q/C
wherein f is the departure frequency, q is the passenger flow volume, and C is the number of the train passengers;
the interval formula includes:
h=60/f
wherein h is departure interval, the unit is min, and f is departure frequency;
the configuration formula includes:
Figure BDA0002298976600000101
wherein n is the number of vehicle configurations, TcThe train turnaround time is h, and departure interval is h.
The following explains the calculation process with reference to fig. 2 and the description as an example:
for line number 1, qAOAs the first section passenger volume, qBOAs the second zone passenger flow volume.
The frequency mode is respectively adopted for calculation to obtain:
Figure BDA0002298976600000102
the first cross-line departure frequency is
Figure BDA0002298976600000103
Wherein 1 represents line No. 1.
For line number 2, qODAs the third section passenger flow volume, qOCAs the fourth zone passenger flow volume.
The frequency mode is respectively adopted for calculation to obtain:
Figure BDA0002298976600000104
the second cross-line departure frequency is
Figure BDA0002298976600000105
Wherein 2 represents line No. 2.
From
Figure BDA0002298976600000106
And
Figure BDA0002298976600000107
and selecting a larger value as the reference cross-line departure frequency.
Then, according to the reference cross-line departure frequency, adopting an interval formula to determine a cross-line departure interval, and according to the cross-line departure interval, adopting a configuration formula to determine a cross-line vehicle configuration number nt
In addition, the number n of vehicles arranged on the first line1According to the second interval passenger flow qBOThe frequency formula, the interval formula and the configuration formula are adopted for determination, and the detailed description is omitted.
Number n of vehicles on second line2According to the second interval passenger flow qOCUsing frequency formula, interval formula and configuration formulaAnd, therefore, will not be described in detail herein.
According to the vehicle configuration optimization method based on interconnection and intercommunication provided by the embodiment of the invention, the number of the vehicle configurations on the first line, the number of the vehicle configurations on the second line and the number of the vehicle configurations on the crossline are obtained by analyzing and processing the passenger flow volume of each vehicle interval on the uplink section and the downlink section which take the crossline point as the demarcation point on the first line and the second line, so that the vehicle configuration scale required in the operation process of adjacent lines on interconnection and intercommunication is realized, the mutual coordination of train operation between the lines is realized, the number of the vehicle configurations required by the independent operation of the adjacent lines is reduced, and the operation cost is reduced.
Fig. 4 is a schematic structural diagram of an interconnection-based vehicle configuration optimization apparatus provided in an embodiment of the present invention, and referring to fig. 4, the apparatus includes an obtaining module 31 and a configuration module 32, where:
the system comprises an acquisition module 31, a traffic control module and a traffic control module, wherein the acquisition module 31 is used for acquiring the passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line, the first line and the second line can be interconnected and communicated, and the traffic interval is a traffic interval between adjacent stations;
and the configuration module 32 is configured to determine the number of vehicles configured on the first line, the number of vehicles configured on the second line, and the number of vehicles configured across lines according to the passenger flow volume in each vehicle interval.
Since the principle of the apparatus according to the embodiment of the present invention is the same as that of the method according to the above embodiment, further details are not described herein for further explanation.
It should be noted that, in the embodiment of the present invention, the relevant functional module may be implemented by a hardware processor (hardware processor).
According to the vehicle configuration optimization device based on interconnection and intercommunication provided by the embodiment of the invention, the number of the vehicle configurations on the first line, the number of the vehicle configurations on the second line and the number of the vehicle configurations on the crossline are obtained by analyzing and processing the passenger flow volume of each vehicle interval on the uplink section and the downlink section which take the crossline point as the demarcation point on the first line and the second line, so that the vehicle configuration scale required in the operation process of adjacent lines on interconnection and intercommunication is realized, the mutual coordination of train operation between the lines is realized, the number of the vehicle configurations required by the independent operation of the adjacent lines is reduced, and the operation cost is reduced.
An embodiment of the present invention provides an interconnection-based vehicle configuration optimization apparatus, including an acquisition module and a configuration module, wherein:
the system comprises an acquisition module, a traffic monitoring module and a traffic monitoring module, wherein the acquisition module is used for acquiring the passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line, the first line and the second line can be interconnected and communicated, and the traffic interval is a traffic interval between adjacent stations;
a configuration module to:
determining reference interval passenger flow corresponding to an uplink section and a downlink section on a first line and a second line according to the passenger flow of each traffic interval, wherein the reference interval passenger flow is the maximum passenger flow in the passenger flow of each traffic interval on the uplink section and the downlink section;
determining a first section passenger flow volume and a second section passenger flow volume corresponding to the first line according to the reference section passenger flow volume, and determining a third section passenger flow volume and a fourth section passenger flow volume corresponding to the second line; the first section passenger flow volume and the second section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the first line, and the third section passenger flow volume and the fourth section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the second line;
determining the number of the vehicles arranged on the cross-line according to the passenger flow of the first section, the passenger flow of the second section, the passenger flow of the third section and the passenger flow of the fourth section, determining the number of the vehicles arranged on the first line according to the passenger flow of the second section, and determining the number of the vehicles arranged on the second line according to the passenger flow of the fourth section.
Since the principle of the apparatus according to the embodiment of the present invention is the same as that of the method according to the above embodiment, further details are not described herein for further explanation.
It should be noted that, in the embodiment of the present invention, the relevant functional module may be implemented by a hardware processor (hardware processor).
According to the vehicle configuration optimization device based on interconnection and intercommunication provided by the embodiment of the invention, the number of the vehicle configurations on the first line, the number of the vehicle configurations on the second line and the number of the vehicle configurations on the crossline are obtained by analyzing and processing the passenger flow volume of each vehicle interval on the uplink section and the downlink section which take the crossline point as the demarcation point on the first line and the second line, so that the vehicle configuration scale required in the operation process of adjacent lines on interconnection and intercommunication is realized, the mutual coordination of train operation between the lines is realized, the number of the vehicle configurations required by the independent operation of the adjacent lines is reduced, and the operation cost is reduced.
Fig. 5 illustrates a physical structure diagram of an electronic device, which may include, as shown in fig. 5: a processor (processor)41, a communication Interface (communication Interface)42, a memory (memory)43 and a communication bus 44, wherein the processor 41, the communication Interface 42 and the memory 43 complete communication with each other through the communication bus 44. Processor 41 may call logic instructions in memory 43 to perform the following method: the method comprises the steps that passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line is obtained, the first line and the second line can be interconnected, and the traffic interval is a traffic interval between adjacent stations; and determining the number of the vehicles on the first line, the number of the vehicles on the second line and the number of the vehicles across the line according to the passenger flow of each vehicle interval.
Furthermore, the logic instructions in the memory 43 may be implemented in the form of software functional units and stored in a computer readable storage medium when sold or used as a stand-alone product. Based on such understanding, the technical solution of the present invention may be embodied in the form of a software product, which is stored in a storage medium and includes instructions for causing a computer device (which may be a personal computer, a server, or a network device) to execute all or part of the steps of the method according to the embodiments of the present invention. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and other various media capable of storing program codes.
Embodiments of the present invention further provide a non-transitory computer-readable storage medium, on which a computer program is stored, where the computer program is implemented to perform the method provided in the foregoing embodiments when executed by a processor, and the method includes: the method comprises the steps that passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line is obtained, the first line and the second line can be interconnected, and the traffic interval is a traffic interval between adjacent stations; and determining the number of the vehicles on the first line, the number of the vehicles on the second line and the number of the vehicles across the line according to the passenger flow of each vehicle interval.
Through the above description of the embodiments, those skilled in the art will clearly understand that each embodiment can be implemented by software plus a necessary general hardware platform, and certainly can also be implemented by hardware. With this understanding in mind, the above-described technical solutions may be embodied in the form of a software product, which can be stored in a computer-readable storage medium such as ROM/RAM, magnetic disk, optical disk, etc., and includes instructions for causing a computer device (which may be a personal computer, a server, or a network device, etc.) to execute the methods described in the embodiments or some parts of the embodiments.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.

Claims (10)

1. A vehicle configuration optimization method based on interconnection is characterized by comprising the following steps:
the method comprises the steps that passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line is obtained, the first line and the second line can be interconnected, and the traffic interval is a traffic interval between adjacent stations;
and determining the number of the vehicles on the first line, the number of the vehicles on the second line and the number of the vehicles across the line according to the passenger flow of each vehicle interval.
2. The method for optimizing vehicle configuration based on interconnection and interworking as claimed in claim 1, wherein the determining the number of the vehicle configurations on the first line, the number of the vehicle configurations on the second line and the number of the vehicle configurations across lines according to the passenger flow volume of each traffic interval comprises:
determining reference interval passenger flow corresponding to an uplink section and a downlink section on a first line and a second line according to the passenger flow of each traffic interval, wherein the reference interval passenger flow is the maximum passenger flow in the passenger flow of each traffic interval on the uplink section and the downlink section;
determining a first section passenger flow volume and a second section passenger flow volume corresponding to the first line according to the reference section passenger flow volume, and determining a third section passenger flow volume and a fourth section passenger flow volume corresponding to the second line; the first section passenger flow volume and the second section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the first line, and the third section passenger flow volume and the fourth section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the second line;
determining the number of the configured cross-line vehicles according to the first section passenger flow volume, the second section passenger flow volume, the third section passenger flow volume and the fourth section passenger flow volume;
determining the vehicle configuration number on the first line according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line according to the passenger flow of the fourth section.
3. The method for optimizing vehicle configuration based on interconnection and interworking as claimed in claim 2, wherein the determining the number of the vehicle configurations across the line according to the first section passenger flow volume and the third section passenger flow volume comprises:
determining a first cross-line dispatching frequency by adopting a frequency formula according to the first interval passenger flow volume and the second interval passenger flow volume;
determining a second cross-line departure frequency by adopting a frequency formula according to the passenger flow volume of the third interval and the passenger flow volume of the fourth interval;
determining a reference cross-line departure frequency according to the first cross-line departure frequency and the second cross-line departure frequency;
and determining the cross-line departure interval by adopting an interval formula according to the reference cross-line departure frequency, and determining the number of cross-line vehicles according to the cross-line departure interval by adopting a configuration formula.
4. The method of claim 3, wherein the frequency formula comprises:
f=q/C
wherein f is the departure frequency, q is the passenger flow volume, and C is the number of the train passengers;
the interval formula includes:
h=60/f
wherein h is departure interval, the unit is min, and f is departure frequency;
the configuration formula includes:
Figure FDA0002298976590000021
wherein n is the number of vehicle configurations, TcThe train turnaround time is h, and departure interval is h.
5. The interconnection-based vehicle configuration optimization method according to claim 3 or 4, wherein the step of determining the number of the vehicles configured on the first line according to the second-interval passenger flow volume and the step of determining the number of the vehicles configured on the second line according to the fourth-interval passenger flow volume comprises the following steps:
determining the vehicle configuration number on the first line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the fourth interval.
6. An interconnection-based vehicle configuration optimization device, comprising:
the system comprises an acquisition module, a traffic monitoring module and a traffic monitoring module, wherein the acquisition module is used for acquiring the passenger flow of each traffic interval on an uplink section and a downlink section which take a line crossing point as a boundary point on a first line and a second line, the first line and the second line can be interconnected and communicated, and the traffic interval is a traffic interval between adjacent stations;
and the configuration module is used for determining the number of the vehicles on the first line, the number of the vehicles on the second line and the number of the vehicles across the line according to the passenger flow of each vehicle interval.
7. The interconnection-based vehicle configuration optimization device of claim 6, wherein the configuration module is specifically configured to:
determining reference interval passenger flow corresponding to an uplink section and a downlink section on a first line and a second line according to the passenger flow of each traffic interval, wherein the reference interval passenger flow is the maximum passenger flow in the passenger flow of each traffic interval on the uplink section and the downlink section;
determining a first section passenger flow volume and a second section passenger flow volume corresponding to the first line according to the reference section passenger flow volume, and determining a third section passenger flow volume and a fourth section passenger flow volume corresponding to the second line; the first section passenger flow volume and the second section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the first line, and the third section passenger flow volume and the fourth section passenger flow volume are respectively the passenger flow volume with the numerical value arranged in the first two positions in the reference section passenger flow volume corresponding to the second line;
determining the number of the configured cross-line vehicles according to the first section passenger flow volume, the second section passenger flow volume, the third section passenger flow volume and the fourth section passenger flow volume;
determining the vehicle configuration number on the first line according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line according to the passenger flow of the fourth section.
8. The device for optimizing vehicle configuration based on interconnection and interworking as claimed in claim 7, wherein the configuration module, in the process of determining the number of the configured vehicles across the line according to the first section passenger flow volume and the third section passenger flow volume, is specifically configured to:
determining a first cross-line dispatching frequency by adopting a frequency formula according to the first interval passenger flow volume and the second interval passenger flow volume;
determining a second cross-line departure frequency by adopting a frequency formula according to the passenger flow volume of the third interval and the passenger flow volume of the fourth interval;
determining a reference cross-line departure frequency according to the first cross-line departure frequency and the second cross-line departure frequency;
and determining the cross-line departure interval by adopting an interval formula according to the reference cross-line departure frequency, and determining the number of cross-line vehicles according to the cross-line departure interval by adopting a configuration formula.
9. The intercommunication based vehicle configuration optimization apparatus according to claim 8, wherein the frequency formula comprises:
f=q/C
wherein f is the departure frequency, q is the passenger flow volume, and C is the number of the train passengers;
the interval formula includes:
h=60/f
wherein h is departure interval, the unit is min, and f is departure frequency;
the configuration formula includes:
Figure FDA0002298976590000041
wherein n is the number of vehicle configurations, TcThe train turnaround time is h, and departure interval is h.
10. The interconnection-based vehicle configuration optimization device according to claim 8 or 9, wherein the configuration module, in the process of determining the number of vehicle configurations on the first line according to the second section passenger flow volume and determining the number of vehicle configurations on the second line according to the fourth section passenger flow volume, is specifically configured to:
determining the vehicle configuration number on the first line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the second section;
and determining the vehicle configuration number on the second line by adopting a frequency formula, an interval formula and a configuration formula according to the passenger flow of the fourth interval.
CN201911213996.3A 2019-12-02 2019-12-02 Interconnection and interworking-based vehicle configuration optimization method and device Active CN110920695B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911213996.3A CN110920695B (en) 2019-12-02 2019-12-02 Interconnection and interworking-based vehicle configuration optimization method and device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911213996.3A CN110920695B (en) 2019-12-02 2019-12-02 Interconnection and interworking-based vehicle configuration optimization method and device

Publications (2)

Publication Number Publication Date
CN110920695A true CN110920695A (en) 2020-03-27
CN110920695B CN110920695B (en) 2021-11-12

Family

ID=69848203

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911213996.3A Active CN110920695B (en) 2019-12-02 2019-12-02 Interconnection and interworking-based vehicle configuration optimization method and device

Country Status (1)

Country Link
CN (1) CN110920695B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111832916A (en) * 2020-06-29 2020-10-27 通号城市轨道交通技术有限公司 Urban rail transit cross-line operation interval analysis method and device and electronic equipment
CN113335350A (en) * 2021-05-31 2021-09-03 浙江众合科技股份有限公司 Train autonomous operation system for interconnection, intercommunication, collinear operation and overline operation

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1293948A2 (en) * 2001-09-14 2003-03-19 Siemens Aktiengesellschaft Method and device to optimize route plans on line networks
CN102248956A (en) * 2010-05-17 2011-11-23 北京交通大学 Networked train operation plan regulating method
US9802633B1 (en) * 2010-12-10 2017-10-31 Cybertran International Inc. Fixed guideway transportation systems having lower cost of ownership and optimized benefits
CN108090668A (en) * 2017-12-14 2018-05-29 兰州交通大学 Urban track traffic for passenger flow matching and the timetable method of adjustment of time-varying passenger flow driving
CN109229149A (en) * 2018-08-29 2019-01-18 交控科技股份有限公司 Regional Rail Transit fully automatic operation interconnects train operation control system
CN109774750A (en) * 2019-01-09 2019-05-21 北京全路通信信号研究设计院集团有限公司 Dynamic scheduling space-time decision method based on virtual coupling mode

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1293948A2 (en) * 2001-09-14 2003-03-19 Siemens Aktiengesellschaft Method and device to optimize route plans on line networks
CN102248956A (en) * 2010-05-17 2011-11-23 北京交通大学 Networked train operation plan regulating method
US9802633B1 (en) * 2010-12-10 2017-10-31 Cybertran International Inc. Fixed guideway transportation systems having lower cost of ownership and optimized benefits
CN108090668A (en) * 2017-12-14 2018-05-29 兰州交通大学 Urban track traffic for passenger flow matching and the timetable method of adjustment of time-varying passenger flow driving
CN109229149A (en) * 2018-08-29 2019-01-18 交控科技股份有限公司 Regional Rail Transit fully automatic operation interconnects train operation control system
CN109774750A (en) * 2019-01-09 2019-05-21 北京全路通信信号研究设计院集团有限公司 Dynamic scheduling space-time decision method based on virtual coupling mode

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
马剑等: "北京轨道交通网络化运营车辆资源共享初探", 《现代城市轨道交通》 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111832916A (en) * 2020-06-29 2020-10-27 通号城市轨道交通技术有限公司 Urban rail transit cross-line operation interval analysis method and device and electronic equipment
CN111832916B (en) * 2020-06-29 2024-06-14 通号城市轨道交通技术有限公司 Urban rail transit line crossing operation interval analysis method and device and electronic equipment
CN113335350A (en) * 2021-05-31 2021-09-03 浙江众合科技股份有限公司 Train autonomous operation system for interconnection, intercommunication, collinear operation and overline operation
CN113335350B (en) * 2021-05-31 2023-06-16 浙江众合科技股份有限公司 Train autonomous operation system for interconnection and intercommunication collineation and overline operation

Also Published As

Publication number Publication date
CN110920695B (en) 2021-11-12

Similar Documents

Publication Publication Date Title
CN104575035B (en) A kind of based on the self application control method of crossing under car networked environment
CN110920695B (en) Interconnection and interworking-based vehicle configuration optimization method and device
EP3737142A1 (en) Device and method for allocating physical cell identifier of mobile base station
CN105303854A (en) Travel route data processing method and device
CN109543934A (en) The evaluation method of the overall target of urban public traffic network
CN109067654A (en) Network communication optimal route selection method and device
CN109996299B (en) High-speed rail user identification method, device, equipment and medium
CN108399779B (en) Vehicle scheduling processing method, device, equipment and storage medium
CN114446064B (en) Method, device, storage medium and terminal for analyzing traffic of expressway service area
US12002360B2 (en) Method and apparatus for adjusting train diagram
CN107622655A (en) A kind of emphasis commerial vehicle fatigue driving monitoring method and system
Shen et al. A dynamic signal coordination control method for urban arterial roads and its application
CN106997662A (en) A kind of city bus operating mode construction method
CN113844507A (en) Train simulation operation system construction method based on digital twins
CN112446648A (en) Urban rail transit mixed transportation method and system based on off-peak hours
CN111859718A (en) Method and system for calculating congestion coefficient of regional multi-standard rail transit station
CN111709591B (en) Method and device for configuring emergency site
Hu et al. Network-wide traffic signal optimization under connected vehicles environment
CN104867198A (en) Queuing time acquiring method and queuing time acquiring apparatus
CN115083198B (en) Multi-vehicle power resource scheduling method and device
CN113928380B (en) All-weather train operation method and device, electronic equipment and storage medium
CN106971532B (en) Time control point setting method in bus route vehicle scheduling
CN111931386B (en) Method and system for calculating congestion coefficient of regional multi-standard rail traffic interval
CN111859717B (en) Method and system for minimizing regional multi-standard rail transit passenger congestion coefficient
CN113962599A (en) Urban rail transit network operation management method and system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant