CN104118451A - Method for working out tramcar running chart under sharing right of way and adjusting signal light - Google Patents
Method for working out tramcar running chart under sharing right of way and adjusting signal light Download PDFInfo
- Publication number
- CN104118451A CN104118451A CN201410334030.6A CN201410334030A CN104118451A CN 104118451 A CN104118451 A CN 104118451A CN 201410334030 A CN201410334030 A CN 201410334030A CN 104118451 A CN104118451 A CN 104118451A
- Authority
- CN
- China
- Prior art keywords
- train
- time
- crossing
- moment
- running chart
- 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
Links
Landscapes
- Train Traffic Observation, Control, And Security (AREA)
Abstract
The invention discloses a method for working out a tramcar running chart under a sharing right of ways and adjusting a signal light. A tramcar entering intersection authorization time series sequence chart is drawn on a base chart; the arrival time, the start time, the passing time and the standing time at a return station, specified by a train operation scheme, of trains at each entitative station are obtained; all moments are marked on a running chart and connected into a line to obtain the tramcar running chart; when the moment that a tramcar arrives at an intersection is in a time interval, a right light early-disconnection control strategy is started by an intersection signal light; when the moment that the tramcar leaves the intersection completely is in a time interval, a green light delay control strategy is started by the intersection signal light. The method for working out the tramcar running chart under the sharing right of ways and adjusting the signal light has the advantages that the intersection signal light is adjusted through the drawn tramcar running chart, and therefore the tramcar can pass through the intersection smoothly preferentially.
Description
Technical field
The invention belongs to traffic program technical field, relate to a kind of the share establishment of tramway train running chart and signal lamp method of adjustment under right of way.
Background technology
The advantages such as tramway train, compared with city bus, BRT, has freight volume large, enjoys more high-grade independent right of way, safer, quick; And compared with the urban public transport such as subway, light rail mode, there is the features such as investment is low, the construction period is short, circuit strong adaptability.Tramway train is between subway and public transport, adapts to the emerging public transport mode of urban development.Tramway train is combined comparatively tight with urban highway traffic, in operational process, be that with the maximum difference of traditional track traffic (such as railway or subway etc.) tramway train will be at the shared right of way of urban road intersection and urban highway.Just because of this, in order to ensure tramway train operation and the highest by the priority in region, crossing, need to coordinate mutually with urban pavement traffic.Due to the existence of this difference, just street railway planning and design, tramway train organization of driving, operation management etc. are brought to many new problems.The present invention proposes in the running chart preparation method of sharing tramway train under right of way condition.
Similar with railway transportation, urban track traffic, tramway train needs running chart to realize rational management and the arrangement of train travelling process.Consider in the feature of sharing tramway train under right of way condition, though its running chart has and railway, the similar part of urban track traffic running chart, still also to there is its difference.Traditional track traffic running chart preparation method is difficult to adapt to share tramway train running chart establishment under right of way.
Tradition running chart refers to railway, the urban track traffic running chart of existing use.When such running chart is laid, train operation is disturbed by native system internal factor only, for example train tracking interval, and the factors such as station operating time, train interval motion time, complete independent right of way is enjoyed in train operation.The factor of considering in the process of running chart establishment taking static data with index as main, for example plan to start train quantity, available number of allocated passenger trains etc.Tramway train running chart can think that the general character part identical from the traditional running chart individual character part different with traditional running chart forms.
When tramway train is when the urban intersection, because crossing is also subject to the control of ground traffic signal light, cannot on time dimension, have arbitrarily right of way for tramway train in region, crossing, but only in part time, have right of way.Therefore when under shared right of way condition, finding and describing tramway train train in a kind of running chart compilation process is the key in running chart compilation process by the method for urban intersection.Tramway train need to link and coordinate to control with city intersection during by urban intersection, considers the factor that interacts and do not consider while being traditional railway running chart, the establishment of urban track traffic running chart between the two.
Traditional railway crossing management is preferential with railway operation, and in the time having train to pass through, road junction is sealed in advance, forbids that self-propelled vehicle, unpowered vehicle and pedestrian etc. enter, and after train passes through, sealing is removed at road junction, recovers normally current.Such measures has ensured that the absolute priority of railroad train is current, but road pavement traffic impact is larger, and efficiency and carrying capacity are all lower.These class methods are applicable to lower grade railway, or non-busy section.Consider that the urban intersection that tramway train passes through is more, and the tramway train density of dispatching a car is higher, therefore tramway train and intersection are coordinated to control with traditional level crossing different, coordinate control except adding the interlock of intersection control system and tramway train train control system, the more important thing is in tramway train running chart compilation process, take certain method, consider the impact of urban road intersection, write out the running chart of coordinating mutually with urban road intersection signal timing dial, reduce to the full extent conflicting between urban highway and tramway train, reach the safety of Transportation Organization with efficient.
Summary of the invention
The object of the present invention is to provide and share tramway train running chart preparation method under right of way, the signal control that has been subject to sometimes original arteries of communication by the time while having solved tramway train by existing road grade crossing is disturbed, and causes affecting the preferential by the problem of crossing of railcar train.
The technical solution adopted in the present invention is to carry out according to following steps:
Step 1: draw tramway train and enter crossing mandate time series figure on base map;
Step 2: obtain train that train operation scheme specifies in the arrival at each entity station, set out and pass through the moment, at the length of the halt of switchback station;
Step 3: by every row train in the arrival at entity station, set out, by the moment, mark on running chart, by these moment point lines of same row train, the tramway train running chart obtaining;
Step 4: according to tramway train running chart, adjust the Intersections time, when arriving and leave the crossing time, all drops in original timing scheme green light period interval tramway train, therefore tramway train is not affected by the existing signal time distributing conception in crossing can, with the noiseless crossing of passing through of TP top priority; In the time that the moment of tramway train arrival crossing drops in time interval, Intersections starts the early disconnected control policy of red light; Drop in time interval when tramway train goes out the moment of crossing clearly completely, Intersections starts green light and postpones control policy.
Further, the early disconnected control policy of described red light, refer to red light finish time by original moment t2 ahead of time to moment t1, this scheme green time is t1 to the t3 time period;
Described green light postpones control policy, and green light is postponed to moment t4 by original moment t3 the finish time, and this scheme green time is t2 to the t4 time period.
The invention has the beneficial effects as follows by the tramway train running chart of making Intersections is adjusted, thereby make tramway train preferentially pass through smoothly crossing.
Brief description of the drawings
Fig. 1 is tramway train crossing schematic diagram structural representation;
Fig. 2 is intersection signal phasing scheme;
Fig. 3 is intersection signal timing scheme;
Fig. 4 is that tramway train enters crossing mandate time series schematic diagram;
Fig. 5 is tramway train running chart base map;
Fig. 6 is tramway train running chart schematic diagram;
Fig. 7 is that tramway train running chart generates timetable schematic diagram;
Fig. 8 is that adjustment scheme schematic diagram is coordinated to control in tramway train crossing.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in detail.
The movement of tramway train train is by the result of multiple factor effects under a mixed traffic environment complicated and changeable.These environment and the existing static factor of effect also have dynamic factor.The following factor of main consideration:
(1) line condition: circuit is the basis of train operation, it had both related to the factor of the building aspects such as ramp, curve, bridge, tunnel, crossing, also there is the factor of the electric aspect such as track circuit, subitem shackle, move in addition the operation management aspect factors such as speed limit (comprising dynamic speed limit and static speed limit).Especially, under shared right of way, tramway train operation also needs to consider the road surface crossing situation crossing with its circuit, comprise the essential information of crossing, such as position, crossing, crossing width etc., the virtual platform length in virtual gate position, crossing that also comprises the definition of front above-mentioned research institute, crossing is by parameters such as speed limit, the virtual platform speed limits in crossing.
(2) train condition: train is one of main object of systematic study.It relates to traction and deceleration and stopping performance, train weight, train length and the marshalling of train, the maximum traction of train, braking acceleration, the parameters such as train internal placement form (passenger is to stand as main or all have a seat).Meanwhile, urban tram adopts the modern tramway train of low floor more, and its characteristic also has larger difference with traditional motor train unit, subway train etc.
(3) signal conditioning: in the time there is multiple row car, effect of signals the operation of train, if train is less between following the trail of, likely causes the operation of rear car to be subject to the interference of front truck.Simultaneously, different from traditional railway, subway signal condition, in urban tram operational process, signal conditioning is also subject to sharing with its orbit crossing, the road surface impact of right of way: train is when by arrival crossing and by crossing, in order to ensure tramway train tool
Have limit priority to pass through crossing and safe in operation, signal conditioning can be subject to the impact of intersection signal timing factor.Intersection signal condition comprises cycle, phase place, phase lengths, coordination control capable of regulating surplus of intersection signal timing etc.
(4) power supply parameter: it comprises traction power supply mode, supplies position and the principal parameter of substation, and emphasis is for electric traction environment.
(5) traction policy: train operation has many calculating preconditions, as focus on the economy energy-saving run of traffic cost, focus on time of run and the operation of property on schedule, move strategy affected by other factors etc. simultaneously, for example suitably reduce running velocity need to ensure safety by region, crossing, consider that tramway train passes through urban district, passenger is main mainly with standing, open in docking process at train, peak acceleration, maximum deceleration all have certain restriction.
Running chart establishment required information:
Running chart is that Transportation Organization provides business transportation services, meets the direct representation of transportation demand.The establishment of tramway train system train operation plan must take into full account all aspects, and before working out plan, the technical parameter that the establishment of running chart need to be carried out and the preparation of data comprise following aspect:
(1) the each section timesharing running-plan in all fronts: determined by each station, each interval section passenger flow demand;
(2) the minimum operation of train interval: be subject to the factor impacts such as train tracking interval, train are turned back, train station operation;
(3) train, at the plan motion time in each interval, is subject to the factor impacts such as train performance, signal conditioning, traction policy;
(4) train is in the plan dwell time at each station: be subject to the factor impact such as passenger flow volume size, train marshalling list, car door ability at each station;
(5) train is switchback station/the turning back and length of the halt on line of turning back;
(6) time standard of train discrepancy car depot;
(7) available train quantity;
(8) system is started a business time and business end time;
(9) train routing plan, the situation while referring to exist length cross-channel to coordinate;
(10) electric power system operation or work standard and plan;
(11) train crew routine of work, train crew quantity and work-hours standard;
(12) operation actual achievement statistics;
(13) equipment along the line uses and route colliding data;
(14) share the crossing data of right of way with train operation circuit: comprise the civil engineering information such as position, crossing, crossing width, to also have intersection signal timing situation, train by dynamical parameteies such as crossing times simultaneously, also to comprise the information such as the crossing speed limit that arranges in order ensuring safety;
Running chart compilation principles:
(1) ensureing, under safe and reliable condition, to improve the running velocity of train, dwindle the motion time of train.Train running speed height is one of advantage of tramway train system, under the guaranteed prerequisite of safety, by improving commercial speed, compression reciprocal time, reduces modes such as warehouse-in production time, improves operating efficiency and the level of service of system.
(2) facilitate passenger as far as possible.When establishment running chart, mainly consider the train departure interval.Meeting under running technology prerequisite, thereby selecting minimum value to reduce passenger's waiting time as far as possible.In the time arranging low ebb travel line, maximum train diagram interval is unsuitable excessive.
(3) make full use of the ability of circuit and the ability of vehicle.Under normal circumstances, the turning-back capacity of switchback station is the restriction key of ability completely, therefore must carry out accurate Calculation to the production time of turning back of the line of turning back, and arranges as far as possible parallel working.In the time of vehicle turnover out of reach Operational requirements, reasonable arrangement vehicle to solve peak passenger flow tissue.
(4) ensureing under the condition of freight volume demand, at the bottom of operation car, group number reaches minimum.Ensureing, under the condition of freight volume demand, to consider the key elements such as train running speed peak period, reciprocal time, Modes of train operation, make to run train quantity and reach minimum, thus vehicle population and the operation cost of reduction system.
(5) make full use of the crossing Free Region representing on running chart, determine that tramway train enters and goes out the crossing time clearly, make tramway train pass through crossing with limit priority, the intersection signal timing impact being subject in the process of tramway train by crossing is minimum, with limit priority by crossing and the reliability of unaffected this situation is the highest.Adjust correlation technique in conjunction with coordinating to control, in establishment drawing running chart, realize tramway train by the limit priority in region, crossing.
According to above condition, the present invention shares under right of way the establishment of tramway train running chart and signal lamp method of adjustment according to following steps:
Step 1: draw tramway train and enter crossing mandate time series figure on base map;
Draw running chart taking conventional train one lattice running chart as base map.This running chart abscissa is time shaft, and unit scales is 1min.Ordinate is distance, and on running chart, the actual distance size of unit sizes representative is the natural scale of this running chart.On running chart, train station is come equivalently represented with station centre's one, line position place horizontal line.The position of horizontal line place running chart ordinate direction obtains divided by running chart ordinate compare rule according to station centre's line position coordinate.In running chart, in the distance of adjacent Liang Ge entity station centre line and actual conditions, the ratio of the actual distance at two stations meets the constraint of running chart compare rule.On tramway train running chart, draw each entity interchange of position according to compare rule.
On running chart for the processing at virtual station, consider that urban tram station spacing is conventionally at 800m to 1.5km, and the zone length size of urban intersection is about this order of magnitude of 50m to 100m, the subcrossing zone length size even having is less than 50m scope.If the crossing region distance of about 50 meters dwindles by same compare rule with two kinds of distances of urban tram station spacing of about 1.5km, on running chart, be difficult to region, clear demonstration crossing situation, and the key element that this part situation has comprised urban tram operation, therefore need special region, crossing coefficient of amplification is set, ensure the clear demonstration in region, crossing.This magnification ratio to be can clearly showing crossing area condition on running chart, and can not make running chart in the time expressing region, crossing, become unintelligible be standard.Use natural scale and coefficient of amplification, determine and draw virtual vehicle to stand in position, running chart drawing ordinate place, and virtual station is explained with virtual station line of centers.For representing to share in folded virtual area, virtual station, two of crossings of right of way, be converted to tramway train according to intersection signal timing scheme and whether allow to enter the time series that authorize crossing.
Intersection as shown in Figure 1.Tramway train travel direction is direction B, and the Ground Vehicle flow path direction of conflict is direction A with it.The phase place of this crossing is two phase place, and phasing scheme and timing are as shown in Figure 2 and Figure 3.This timing scheme forms one-period by phase place A and phase place B, and reciprocal with each loop cycle.Can obtain the start time in cycle, intersection signal timing scheme is converted to tramway train on running chart and whether allows to enter the time series of authorizing crossing as shown in Figure 4.According to authorizing time series, obtain tramway train running chart and draw coordinate base map, as shown in Figure 5.
Step 2: obtain train that train operation scheme specifies in the arrival at each entity station, set out and pass through the moment, at the length of the halt of switchback station.In order to ensure safety, corresponding time gap must not be less than the minimum value of a regulation.As shown in Figure 4, the moment that certain row tramway train arrives B station is moment t3, and the train AT STATION motion time between A and station B is t3-t2, and this row tramway train must be t1 from the moment at A station.
Step 3: by every row train in the arrival at entity station, set out, by the moment, mark on running chart, by these moment point lines of same row train; From early morning first velocipede, till night final run vehicle, when establishment, every row train is from train outbound, and from originating station, drawing, to switchback station, after certain operation, is returned by switchback station always.The tramway train running chart schematic diagram obtaining as shown in Figure 6.Tramway train running chart is the holographic recording of tramway train position and time relationship in tramway train operational process.Can generate tramway train timetable according to above-mentioned worked out tramway train running chart.Concrete generation method is: according to running chart, select certain entity station centre line, read successively tramway train train and arrive and leave the moment at this station and be recorded as a form, this form is tramway train in the arrival at this station and leaves the table time of running.Fig. 7 is a tramway train running chart schematic diagram, and can from figure, obtain the moment that tramway train travel line 1 arrives entity station A is t1, and the moment of leaving entity station A is t2; The moment that arrives entity station B is t3, and the moment of leaving entity station B is t4.These 4 moment mark by dashed circle in the drawings.According to these 4 moment, can generate tramway train 1 timetable of A and station B AT STATION, as shown in table 1.
Table 1 tramway train timetable
| Due in | Tramway train 1 | Departure time |
| t1 | Station A | t2 |
| t3 | Station B | t4 |
Step 4: crossing timing scheme, intersection signal timing scheme is not only relevant to original roadway sign control system timing scheme, also arrives to tramway train, to leave the crossing moment relevant.Tramway train is by the time of crossing, also be to be equivalent to time that tramway train takies crossing the tramway train train of reading from running chart to arrive and leave the poor of moment between virtual area, the virtual platform A moment reading and virtual platform B moment poor.
In order to ensure that tramway train can be with TP top priority by sharing the intersection under right of way condition, not being subject to intersection signal timing impact increases by incuring loss through delay, therefore just require above-mentioned by process between virtual area time period in, intersection signal timing scheme is open to tramway train, no matter which kind of timing scheme road traffic adopts, all must ensure in this moment open to tramway train.The current moment of crossing A phase place is the red light moment, and now B phase place does not allow to pass through, and the current moment of crossing B phase place is the green light moment, and now A phase place does not allow to pass through.
Scheme 1: the early disconnected control policy of red light, red light is done sth. in advance to moment t1 by original moment t2 the finish time, and this scheme green time is t1-t3.
Scheme 2: green light postpones control policy, and green light is postponed to moment t4 by original moment t3 the finish time, and this scheme green time is t4-t2.
According to the transit time of each row train on platform marking on tramway train running chart, tramway train is summarized as to following three kinds of situations by the situation of crossing, according to Fig. 8 narration of classifying.
Tramway train is by the time as shown in situation one time, tramway train arrives and leaves the crossing time and all drops in original timing scheme green light period interval, therefore tramway train is not affected by the existing signal time distributing conception in crossing can, with the noiseless crossing of passing through of TP top priority.
Tramway train is by the time as shown in situation two time, and tramway train arrives the moment of crossing and drops in time interval, and now original signal time distributing conception tramway train direction is red light.If crossing is still with original timing scheme operation, tramway train arrives crossing and will be subject to intersection signal interference, causes parking waiting, and now tramway train can not pass through crossing with the highest current grade.Therefore, need to start at this moment the early disconnected control policy of red light, select the early disconnected timing scheme (scheme 1) of red light, red light is done sth. in advance to the moment by the original moment finish time, this scheme green time is, ensure not occasioned a delay by signal intersection signal control effect at tramway train by crossing time, realize tramway train by the limit priority of crossing.
Tramway train is by the time as shown in situation three time, tramway train goes out the moment of crossing clearly completely and drops in time interval, now original signal time distributing conception will make tramway train also not go out region, crossing clearly just to become red light, the direction of now conflicting road vehicles will be let pass, cause conflict direction wagon flow to enter crossing simultaneously, be difficult to ensure crossing region security.Therefore, need to start at this moment green light and postpone control policy, the timing scheme (scheme 2) of selecting green light to postpone, green light is postponed to the moment by the original moment finish time, this scheme green time is, the direction wagon flow that ensures to conflict in the time not going out clearly crossing at tramway train cannot enter crossing, has guaranteed that the safety in region, crossing and tramway train are with region, TP top priority safety crossing.
Therefore,, in order to realize tramway train by the priority pass in region, crossing, the present invention, according to the tramway train running chart electric car moment obtaining, allocates the traffic light signal timing in region, crossing.Obtain the final intersection signal timing scheme that meets tramway train can priority pass.
In addition, in the time of establishment running chart, also there is running chart establishment constraint: during at drawing detail drawing, note guaranteeing traffic safety and passenger's boarding safety.For this reason, must accomplish:
(a) observe train interval motion time and train dwelling time standard;
(b) observe train in switchback station length of the halt standard;
(c) observe time interval between trains spaced by automatic block signals and time interval between two adjacent trains at station standard;
(d) observe bus attendant stream time standard;
(e), when train is turned back AT STATION, the train number being simultaneously parked on switchback station should adapt with the circuit number at this station;
(f) train is AT STATION when meeting and overtaking, be parked in simultaneously station train number should with the adapting to hair line number of this station.
(g) tramway train train is in the time of the area operation of crossing, travel line should ensure to drop on tramway train direction in original intersection signal timing scheme through the shared crossing period of right of way crossing (being between the virtual area at adjacent virtual station) as far as possible and pass through in the period, in running chart green area.
The tramway train running chart weaving is carried out to running chart establishment inspection: drawing well after new running chart, need to check running chart Compilation Quality comprehensively, the content of inspection comprises:
(1) running chart is implemented required number of allocated passenger trains amount;
(2) whether service on buses or trains programme of work exceedes required standard;
(3), in the time need to laying repair and maintenance, maintenance, debugging train night, ensure that dispatching a car of train do not conflict with the normal service time mutually with returning the vehicle to the garage and knock off;
(4) for the tramway train running chart of sharing under right of way condition, also need the running chart that checks establishment whether to conflict mutually with original road traffic signal timing scheme, can ensure that tramway train passes through crossing with limit priority.
For some problem of finding in checking, need to turn back to initial launch figure some travel line is revised again, until obtain satisfied running chart.
Advantage of the present invention: solved traditional running chart and can not represent this defect of urban intersection, by the present invention, Urban Intersection Signal Timing scheme can be described and show the impact of tramway train operation on running chart, can also obtain tramway train by the moment of urban intersection according to tramway train running chart, coordinating to control for intersection signal provides foundation simultaneously.Consider that expression is clear, the invention allows for and on same tramway train running chart, adopt different scale to represent respectively station spacing and urban intersection region, the clear expression of key element that running chart can still need to be paid close attention to this class small size of urban intersection.
The above is only to preferred embodiments of the present invention, not the present invention is done to any pro forma restriction, any simple modification that every foundation technical spirit of the present invention is done above embodiment, equivalent variations and modification, all belong in the scope of technical solution of the present invention.
Claims (2)
1. the establishment of tramway train running chart and a signal lamp method of adjustment under shared right of way, is characterized in that carrying out according to following steps:
Step 1: draw tramway train and enter crossing mandate time series figure on base map;
Step 2: obtain train that train operation scheme specifies in the arrival at each entity station, set out and pass through the moment, at the length of the halt of switchback station;
Step 3: by every row train in the arrival at entity station, set out, by the moment, mark on running chart, by these moment point lines of same row train, the tramway train running chart obtaining;
Step 4: according to tramway train running chart, adjust the Intersections time, when arriving and leave the crossing time, all drops in original timing scheme green light period interval tramway train, therefore tramway train is not affected by the existing signal time distributing conception in crossing can, with the noiseless crossing of passing through of TP top priority; In the time that the moment of tramway train arrival crossing drops in time interval, Intersections starts the early disconnected control policy of red light; Drop in time interval when tramway train goes out the moment of crossing clearly completely, Intersections starts green light and postpones control policy.
2. according to the establishment of tramway train running chart and signal lamp method of adjustment under a kind of shared right of way described in claim 1, it is characterized in that:
The early disconnected control policy of described red light, refer to red light finish time by original moment t2 ahead of time to moment t1, this scheme green time is t1 to the t3 time period;
Described green light postpones control policy, and green light is postponed to moment t4 by original moment t3 the finish time, and this scheme green time is t2 to the t4 time period.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410334030.6A CN104118451B (en) | 2014-07-15 | 2014-07-15 | The establishment of tramcar service chart and signal lights method of adjustment under a kind of shared right of way |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410334030.6A CN104118451B (en) | 2014-07-15 | 2014-07-15 | The establishment of tramcar service chart and signal lights method of adjustment under a kind of shared right of way |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104118451A true CN104118451A (en) | 2014-10-29 |
| CN104118451B CN104118451B (en) | 2016-07-06 |
Family
ID=51764152
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410334030.6A Expired - Fee Related CN104118451B (en) | 2014-07-15 | 2014-07-15 | The establishment of tramcar service chart and signal lights method of adjustment under a kind of shared right of way |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104118451B (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104678779A (en) * | 2015-01-30 | 2015-06-03 | 苏州富欣智能交通控制有限公司 | Tramcar operation simulation system and tramcar operation simulation method |
| CN105243858A (en) * | 2015-10-29 | 2016-01-13 | 王睿敏 | City track traffic crossroad short-time special road right control apparatus and control method |
| CN105702044A (en) * | 2016-04-26 | 2016-06-22 | 哈尔滨工业大学 | Tram priority control method considering non-priority phase vehicle delay increase upper limit |
| CN106683451A (en) * | 2017-01-16 | 2017-05-17 | 青岛海信网络科技股份有限公司 | Method and device for optimized control of tramcar |
| CN108171979A (en) * | 2018-01-05 | 2018-06-15 | 同济大学 | A kind of tramcar whole day runs time optimization method and system |
| CN108550257A (en) * | 2018-03-23 | 2018-09-18 | 同济大学 | A kind of control method for coordinating that multi-line railroad vehicle in intersection crosses and system |
| CN111231991A (en) * | 2020-04-26 | 2020-06-05 | 北京全路通信信号研究设计院集团有限公司 | Method for calculating number of trains in non-marshalling period of unit time under flexible marshalling |
| CN111231992A (en) * | 2020-04-26 | 2020-06-05 | 北京全路通信信号研究设计院集团有限公司 | Method for calculating number of trains not performing marshalling operation in marshalling period |
| CN113184024A (en) * | 2021-05-21 | 2021-07-30 | 北京全路通信信号研究设计院集团有限公司 | Tramcar-oriented arrival time static prediction method and system |
| CN115214751A (en) * | 2022-05-26 | 2022-10-21 | 卡斯柯信号有限公司 | Tramcar running chart representing method considering factors of level crossing and adjusting method |
| CN115352501A (en) * | 2022-08-25 | 2022-11-18 | 青岛海信微联信号有限公司 | Method, device, equipment and medium for constructing urban rail train operation diagram |
| CN117079451A (en) * | 2023-07-11 | 2023-11-17 | 清华大学 | Control method and device for mixed traffic system in urban continuous intersection scene |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004241559A (en) * | 2003-02-05 | 2004-08-26 | Matsushita Electric Ind Co Ltd | Propagation delay controlling method |
| CN102211599A (en) * | 2011-05-06 | 2011-10-12 | 上海电机学院 | Simulation method and simulator for urban rail traffic operation linkage |
| CN102354309A (en) * | 2011-07-08 | 2012-02-15 | 上海电机学院 | Urban rail transit schedule editor and edition method thereof |
-
2014
- 2014-07-15 CN CN201410334030.6A patent/CN104118451B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004241559A (en) * | 2003-02-05 | 2004-08-26 | Matsushita Electric Ind Co Ltd | Propagation delay controlling method |
| CN102211599A (en) * | 2011-05-06 | 2011-10-12 | 上海电机学院 | Simulation method and simulator for urban rail traffic operation linkage |
| CN102354309A (en) * | 2011-07-08 | 2012-02-15 | 上海电机学院 | Urban rail transit schedule editor and edition method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 金建飞: ""现代有轨电车信号优先设计方案研究"", 《交通企业管理》 * |
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104678779B (en) * | 2015-01-30 | 2017-07-18 | 苏州富欣智能交通控制有限公司 | Tramcar runs analogue system and method |
| CN104678779A (en) * | 2015-01-30 | 2015-06-03 | 苏州富欣智能交通控制有限公司 | Tramcar operation simulation system and tramcar operation simulation method |
| CN105243858A (en) * | 2015-10-29 | 2016-01-13 | 王睿敏 | City track traffic crossroad short-time special road right control apparatus and control method |
| CN105702044A (en) * | 2016-04-26 | 2016-06-22 | 哈尔滨工业大学 | Tram priority control method considering non-priority phase vehicle delay increase upper limit |
| CN105702044B (en) * | 2016-04-26 | 2018-01-30 | 哈尔滨工业大学 | A kind of tramcar method for controlling priority for considering the non-preferential phase vehicle delay increase upper limit |
| CN106683451A (en) * | 2017-01-16 | 2017-05-17 | 青岛海信网络科技股份有限公司 | Method and device for optimized control of tramcar |
| CN106683451B (en) * | 2017-01-16 | 2019-08-09 | 青岛海信网络科技股份有限公司 | A kind of method and device of tramcar priority acccess control |
| CN108171979A (en) * | 2018-01-05 | 2018-06-15 | 同济大学 | A kind of tramcar whole day runs time optimization method and system |
| CN108171979B (en) * | 2018-01-05 | 2020-01-24 | 同济大学 | Tramcar all-day operation time optimization method and system |
| CN108550257B (en) * | 2018-03-23 | 2020-12-11 | 同济大学 | Coordination control method and system for intersection of multi-line rail vehicles |
| CN108550257A (en) * | 2018-03-23 | 2018-09-18 | 同济大学 | A kind of control method for coordinating that multi-line railroad vehicle in intersection crosses and system |
| CN111231991A (en) * | 2020-04-26 | 2020-06-05 | 北京全路通信信号研究设计院集团有限公司 | Method for calculating number of trains in non-marshalling period of unit time under flexible marshalling |
| CN111231991B (en) * | 2020-04-26 | 2020-09-08 | 北京全路通信信号研究设计院集团有限公司 | Method for calculating number of trains in non-marshalling period of unit time under flexible marshalling |
| CN111231992B (en) * | 2020-04-26 | 2020-09-08 | 北京全路通信信号研究设计院集团有限公司 | Method for calculating number of trains not performing marshalling operation in marshalling period |
| CN111231992A (en) * | 2020-04-26 | 2020-06-05 | 北京全路通信信号研究设计院集团有限公司 | Method for calculating number of trains not performing marshalling operation in marshalling period |
| CN113184024A (en) * | 2021-05-21 | 2021-07-30 | 北京全路通信信号研究设计院集团有限公司 | Tramcar-oriented arrival time static prediction method and system |
| CN113184024B (en) * | 2021-05-21 | 2023-02-24 | 北京全路通信信号研究设计院集团有限公司 | Tramcar-oriented arrival time static prediction method and system |
| CN115214751A (en) * | 2022-05-26 | 2022-10-21 | 卡斯柯信号有限公司 | Tramcar running chart representing method considering factors of level crossing and adjusting method |
| CN115214751B (en) * | 2022-05-26 | 2023-08-22 | 卡斯柯信号有限公司 | Tramcar running chart representation method considering level crossing factors and adjustment method |
| CN115352501A (en) * | 2022-08-25 | 2022-11-18 | 青岛海信微联信号有限公司 | Method, device, equipment and medium for constructing urban rail train operation diagram |
| CN115352501B (en) * | 2022-08-25 | 2023-08-18 | 青岛海信微联信号有限公司 | Method, device, equipment and medium for constructing urban rail train running chart |
| CN117079451A (en) * | 2023-07-11 | 2023-11-17 | 清华大学 | Control method and device for mixed traffic system in urban continuous intersection scene |
| CN117079451B (en) * | 2023-07-11 | 2024-04-19 | 清华大学 | Control method and device for mixed traffic system in urban continuous intersection scene |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104118451B (en) | 2016-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104118451B (en) | The establishment of tramcar service chart and signal lights method of adjustment under a kind of shared right of way | |
| Okada | Features and economic and social effects of the Shinkansen | |
| CN103806353B (en) | Based on the method for designing of the speedway bus system of Expressway Service | |
| CN104036648A (en) | Priority selection method for passing of tramcar at intersection | |
| Yi | Principles of railway location and design | |
| Allen et al. | Accommodation of long-term growth on north America's commuter railroads | |
| Mohamad | Rail Transportation in Kuala Lumpur | |
| Maternini et al. | Effects of the realization of a new tram-train system for the regeneration of urban areas. The case of the metropolitan area of Brescia | |
| Blainey et al. | Rail–urban, suburban and regional | |
| Sugawara | Urban Transportation in Asian Countries.“ | |
| Wahome | Factors Affecting the Development of Nairobi Metropolitan Rail Network | |
| Dedík et al. | Practical application of city logistics in the city of Trenčín | |
| Stepanov et al. | Automated technologies of urban electric transport as the basis for ensuring the mobility of residents of a modern city | |
| Yang et al. | Traffic Organization Design of Jiaozuo Station Square Based on “Shooting Strategy” | |
| Stanger | An Evaluation of Los Angeles’s Orange Line Busway | |
| White | Sustainable Urban Railways | |
| Mahmud et al. | A Preliminary Feasibility Study of Bus Rapid Transit System in the Context of Present Road Network in Dhaka | |
| Lott | Automated Systems for Last Mile Connections at High-Speed Rail Stations | |
| Smith et al. | Electrification of the freight train network from the Ports of Los Angeles and Long Beach to the Inland Empire. | |
| Teng et al. | Discussion on the Function of Cross-line Graph Edited Software for Urban Rail Transit | |
| Simić et al. | TRAffiC-CoNSTRuCTioNAl ASPeCTS foR buildiNg of byPASS ARouNd NiS iN CoRRidoR X | |
| Glickenstein | Line Extensions and Equipment and Infrastructure Improvements [Transportation Systems] | |
| Nelson et al. | Diesel Multiple Units in 21st Century North America: Comparative Survey and Evaluation of Services, Demand, and Cost | |
| Janić et al. | The Road-Based Mode and Its Systems: Components and Performances | |
| Al-Faleh | Public transport system in the Gulf Region, a Case Study of the City of Riyadh |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160706 Termination date: 20190715 |