CN105550785B - One kind being based on the matched hinge feeder bus sytem setting sites method of transfer ability - Google Patents
One kind being based on the matched hinge feeder bus sytem setting sites method of transfer ability Download PDFInfo
- Publication number
- CN105550785B CN105550785B CN201610042076.XA CN201610042076A CN105550785B CN 105550785 B CN105550785 B CN 105550785B CN 201610042076 A CN201610042076 A CN 201610042076A CN 105550785 B CN105550785 B CN 105550785B
- Authority
- CN
- China
- Prior art keywords
- terminals
- traffic
- public traffic
- route
- regular
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims abstract description 17
- 238000012546 transfer Methods 0.000 title claims abstract description 13
- 238000013459 approach Methods 0.000 claims abstract description 50
- 238000005457 optimization Methods 0.000 claims abstract description 14
- 238000006243 chemical reaction Methods 0.000 claims description 3
- 238000013461 design Methods 0.000 description 7
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011002 quantification Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/04—Forecasting or optimisation specially adapted for administrative or management purposes, e.g. linear programming or "cutting stock problem"
-
- G06Q50/40—
Abstract
The invention discloses one kind to be based on the matched hinge feeder bus sytem setting sites method of transfer ability, comprising: is calculated according to traffic study or traffic model and determines the collecting and distributing passenger flow demand of hinge regular public traffic；Assuming that all being plugged into route using approach route as the regular public traffic of terminals, determines the required approach number of lines, determine terminals regular public traffic line density；Establish the method for judging whether to need while originating line and approach route are set；It establishes terminals regular public traffic to plug into line optimization allocation models, determines originating line item number and the approach number of lines, the regular public traffic for obtaining terminals is plugged into line optimization allocation plan；Determine every place's public transport first and last station area, public transport first and last station quantity, public transport way station quantity obtains terminals feeder bus sytem setting sites scheme.The present invention distributes the purpose realized public transport resources intensive utilization and avoid terminals road traffic congestion rationally by what regular public traffic plugged into route and station.
Description
Technical field
The present invention relates to one kind to be based on the matched hinge feeder bus sytem setting sites method of transfer ability, belongs to urban transportation
Planning field.
Background technique
Terminals can generally have the collecting and distributing demand of biggish passenger flow, need to configure a certain number of regular public traffics and plug into line
Road.Regular public traffic route of plugging into includes originating line and two kinds of approach route, and the passenger flow collection and distribution capacity of both routes of plugging into is deposited
In biggish difference, and approach route can use the way station being arranged on road and realize that passenger flow is collecting and distributing, and originating line
It needs to carry out passenger flow using public transport first and last station collecting and distributing.Both regular public traffics route of plugging into is matched generally according to experience at present
It sets, often will appear following situations: if the approach public bus network of configuration is excessive, the road road transport of terminals can be obviously increased
Row pressure can occur crowded when situation is serious；If the originating line of configuration is excessive, need to be arranged in terminals more
Public transport first and last station.Whether public transport first and last station is arranged, the problems such as the quantity and area of setting, related specifications only give principle
Property regulation, for example, " Code for planning design of transport on urban road (GB 50220-95) " provide " first and last of bus and electric car
Using on the ground other than urban road should be arranged in by standing, and every place's land area can be calculated by 1000-1400 square metres "；" urban road
Public transport station, field, factory engineering design specification (CJJ/T 15-2011) " regulation " at the train station, passenger wharf, long-distance passenger transportation
Stand, large scale business area, regional center (RC), park, gymnasium, the movable clustering area such as theater or multiple transportation modes connecting points on preferably
The first and last station or public transportation hub station of a plurality of line sharing are set；Coach station, railway station, passenger wharf main doorway
Public transport first and last station should be set within the scope of 50m "；In general, the regulation of related specifications is more general, at present the science of quantification
Method also compares shortage, it is difficult to be judged whether that public transport first and last is arranged according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic
It stands, and determines the area for needing to be arranged a few place's public transport first and last stations, public transport first and last station.
It studies for a long period of time discovery, can be considered according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic through inventor
Two kinds of regular public traffics of originating line and approach route plug into route passenger flow collection and distribution capacity difference and difference to setting sites requirement
It is different, the demand of the collecting and distributing passenger flow of regular public traffic and the unimpeded requirement of road traffic operation are taken into account, determines that hinge regular public traffic is plugged into line
The configuration scheme on road and station can not only rationally meet the collecting and distributing demand of terminals regular public traffic passenger flow, additionally it is possible to logical
Regular public traffic distributing rationally for route and station of plugging into is crossed to realize public transport resources intensive utilization and avoid terminals road
Road is congested in traffic.
Summary of the invention
Technical problem to be solved by the invention is to provide one kind to be based on transfer ability matched hinge feeder bus sytem station
Setting method, the present invention consider originating line and approach route according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic
Two kinds of regular public traffics plug into route passenger flow collection and distribution capacity difference and difference to setting sites requirement, with change to ability matching and
Keeping road traffic operation unimpeded is constraint condition, determines that hinge regular public traffic is plugged into the configuration scheme of route and station,
It can rationally meet the collecting and distributing demand of terminals regular public traffic passenger flow, and be plugged into the optimization of route and station by regular public traffic
Configuration realizes public transport resources intensive utilization and avoids the road traffic congestions of terminals, with strong points excellent
Point.
The present invention uses following technical scheme to solve above-mentioned technical problem:
The present invention provides one kind based on the matched hinge feeder bus sytem setting sites method of transfer ability, includes following step
It is rapid:
Step 1) calculates according to traffic study or traffic model and determines the collecting and distributing passenger flow demand P of hinge regular public traffict；
Step 2), according to the collecting and distributing passenger flow demand P of hinge regular public traffict, it is assumed that all as hinge using approach route
The regular public traffic in area is plugged into route, determines required approach number of lines Nt, determine terminals regular public traffic line density Db；
Step 3) establishes the method for judging whether to need while originating line and approach route is arranged；
Step 4) establishes terminals regular public traffic and plugs into line optimization allocation models, determines originating line item number NoWith
Approach number of lines Nt, the regular public traffic for obtaining terminals plugs into line optimization allocation plan；
Step 5) determines every place's public transport first and last station area S, public transport first and last station quantity no, public transport way station quantity nt, obtain
Terminals feeder bus sytem setting sites scheme.
As a further optimization solution of the present invention, the detailed step of the step 2) is as follows:
Step 2.1), it is assumed that all plugged into route using approach route as the regular public traffic of terminals, according to following
Formula calculates required approach number of lines Nt:
Wherein, CtFor the capacity of regular public traffic approach route；
Step 2.2) calculates the capacity C of a regular public traffic approach route according to the following formulat:
Wherein, BbFor the rated passenger capacity of regular public traffic standard vehicle, JbIt is other regular public traffic vehicles to regular public traffic mark
The conversion coefficient of quasi- vehicle, h are the limit load factor of regular public traffic standard vehicle, htIt is reached for approach line using regular public traffic standard vehicle
Practical load factor when website, TtFor the departure interval of approach route；
Step 2.3) calculates terminals regular public traffic line density D according to the following formulab:
Wherein, L is the length of terminals, and W is the width of terminals, and γ is that regular public traffic is plugged into the non-rectilinear of route
Coefficient, S are the area (square kilometre) of terminals, S=L*W.
As a further optimization solution of the present invention, the detailed step of the step 3) is as follows:
The density of road network that regular public traffic route can be started within the scope of terminals is Dr, public bus network repeat factor is
α；Work as Db≤αDrWhen, it is all plugged into route using approach route as regular public traffic, the required approach number of lines is Nt；Work as Db>
αDrWhen, while originating line and approach route are set and plugged into route as regular public traffic.
As a further optimization solution of the present invention, the detailed step of the step 4) is as follows:
Step 4.1) calculates the capacity C of a regular public traffic originating line according to the following formulao:
Wherein, ηoFor the load factor of regular public traffic vehicle originating line, ToFor the departure interval of originating line；
Step 4.2) should meet the following conditions to meet the collecting and distributing passenger flow demand of terminals regular public traffic:
Co*No+Ct*Nt≥Pt
Wherein, NoFor originating line item number；
Step 4.3) should meet in order to avoid the plug into setting of route of regular public traffic causes the road of terminals crowded
The following conditions:
Step 4.4) seeks integer solution according to step 4.2) and step 4.3), obtains originating line item number NoFeasible solution
Gather { N 'oAnd approach number of lines NtFeasible solution set { N 't, min { N ' is taken in all feasible solutionsoAnd max { N 'tBe
NoAnd NtOptimal solution, the regular public traffic for obtaining terminals plugs into line optimization allocation plan.
As a further optimization solution of the present invention, the detailed step of the step 5) is as follows:
Step 5.1) calculates first and last station area s needed for every originating line in hinge according to the following formulao:
Wherein, sbFor each public transport standard vehicle first and last station land area, lbFor feeder bus sytem line length, vbFor conventional public affairs
Average running speed is handed over, β is the ratio stopped bus quantity the line is busy road in hinge and be equipped with bus quantity；
Step 5.2) calculates every place's hinge feeder bus sytem station area S according to the following formula:
WhenWhen,
WhenWhen:
Wherein, m is originating line item number in different brackets Public Transport Junction；szFor Public Transport Junction station area；
Step 5.3) calculates public transport first and last station quantity n according to the following formulao:
WhenWhen,
WhenWhen,
Step 5.4) calculates public transport way station quantity n according to the following formulat:
WhenWhen,
WhenWhen,
Step 5.5) obtains public transport first and last station quantity n according to step 5.3) and step 5.4)oWith public transport way station quantity nt,
Obtain terminals feeder bus sytem setting sites scheme.
The invention adopts the above technical scheme compared with prior art, has following technical effect that
1, the present invention distributes regular public traffic rationally according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic and plugs into line
Road and station can be realized the Proper Match of transfer ability, effectively solve the problems, such as that terminals regular public traffic passenger flow is collecting and distributing, keep away
Exempt from the situation for capacity deficiency or capacity surplus occur；
2, the present invention takes into account road conditions constraint while considering transfer ability Proper Match, in setting regular public traffic
The unimpeded operation of terminals road traffic can be guaranteed behind route and station by plugging into, and avoid the appearance of road congested conditions.
Detailed description of the invention
Fig. 1 is the flow chart based on the matched hinge feeder bus sytem setting sites method of transfer ability.
Fig. 2 is the western area the CBD public transport first and last station setting schematic diagram in Suzhou Industrial Park lake in case.
Specific embodiment
The pivot of subway station is relied on the western area CBD in lake in " Suzhou Industrial Park comprehensive transport plan (2012-2030) "
For knob feeder bus sytem setting sites, technical solution of the present invention is described in further detail below:
As shown in Figure 1, the invention discloses one kind to be based on the matched hinge feeder bus sytem setting sites method of transfer ability,
It comprises the steps of:
1, the western CBD in Suzhou Industrial Park lake includes three subway Line 1, No. 3 lines, No. 7 lines subway lines, within the scope of CBD
Share 3 subway stations: Central Park Station (No. 7 subway Line 1, subway lines), the street Xing Hai station (subway Line 1), the street Xing Gang station
(No. 3 subway Line 1, subway lines) should build 3 in conjunction with 3 subway stations for the feature that the area CBD passenger flow demand is larger
Hinge, as shown in Figure 2；It is total to calculate to obtain the regional 3 collecting and distributing passenger flows of hinge regular public traffic of the western CBD in evening peak lake according to traffic model
Demand is 2.38 ten thousand person-times/hour, wherein generating 2.02 ten thousand person-times/hour, attracts 0.36 ten thousand person-times/hour, evening peak needs
Emphasis solves the problems, such as that passenger flow is evacuated, then the collecting and distributing passenger flow demand P of hinge regular public traffictFor 2.02 ten thousand person-times/hour.
2, preliminary to assume all to plug into route using approach route as the regular public traffic of terminals, determine required way
Diameter number of lines Nt；
2.1) the capacity C of regular public traffic approach route is calculatedt(person-time/hour):
Wherein, BbFor the rated passenger capacity (people) of regular public traffic standard vehicle, according to " explanation of urban construction statistical indicator "
(building comprehensive [2001] No. 255) and " motor vehicle safe and technical specification (GB7258-2012) ", the specified load of regular public traffic standard vehicle
Effectively stand area (square metre) × every square metre of the fixed passenger seat digit+compartment of guest's number=compartment allows station number, often puts down
Square rice allows standing number to calculate by 8 people, the rated passenger capacity B of one 10.5 meters long of public transport standard vehiclebIt is taken as 70 people；Jb
It is other regular public traffic vehicles to the conversion coefficient of regular public traffic standard vehicle, Suzhou Industrial Park uses 10.5 meters long of public transport mark
Quasi- vehicle, JbIt is taken as 1.0；H is the limit load factor of regular public traffic standard vehicle, and h is taken as 1.0；htRegular public traffic mark is used for approach line
Quasi- vehicle reaches practical load factor when website, according to the traffic tune in the western CBD regular public traffic approach route in Suzhou Industrial Park lake
It looks into, htIt is taken as 0.6；TtFor the departure interval (minute) of approach route, TtIt is taken as 10 minutes；
2.2) the approach number of lines N needed for calculatingt(item):
Wherein, PtFor the collecting and distributing passenger flow demand (person-time/hour) of hinge regular public traffic, PtIt is taken as 2.02 ten thousand person-times/hour；Ct
For the capacity (person-time/hour) of regular public traffic approach route, according to 2.1), CtIt is taken as 168 person-times/hour；
2.3) terminals regular public traffic line density D is determinedb:
The western CBD in Suzhou Industrial Park lake is about that a length L is 1.9 kilometers, the rectangle that width W is 0.5 kilometer
Domain, the western CBD regular public traffic line density D in Suzhou Industrial Park lakeb:
Wherein, γ is that regular public traffic is plugged into the non-linear coefficient of route, according to " Code for planning design of transport on urban road
(GB50220-95) ", γ is taken as 1.2；S be terminals area (square kilometre), S=1.9*0.5=0.95 square kilometres.
3, the method for judging whether to need while originating line and approach route are set is established；
In Suzhou Industrial Park lake, western CBD can start regular public traffic and plug into the density of road network D of routerFor 8.63 kilometers/
Square kilometre；According to " traffic engineering handbook ", public bus network repeat factor is advisable with 1.25-2.5, can for downtown area
Suitably to increase, terminals public bus network repeat factor is that α is taken as 4.0；αDr=4*8.63=34.52 kilometer/square public affairs
In；The western CBD regular public traffic line density D in Suzhou Industrial Park lakebFor 90.9 kilometers/square kilometre, i.e. Db> α DrIf all
Using approach route, then public bus network repeat factor is excessively high, is easy to cause road traffic congestion, then needs to be arranged simultaneously and originate line
Road and approach route are plugged into route as regular public traffic.
4, terminals regular public traffic is established to plug into line optimization allocation models:
4.1) the capacity C of regular public traffic originating line is calculatedo(person-time/hour):
Wherein, ηoFor the load factor of regular public traffic vehicle originating line, ηoIt is taken as 0.8；ToFor the departure interval of originating line
(minute), ToIt is taken as 5 minutes；
4.2), establish that terminals regular public traffic plugs into total capacity of route and regular public traffic collecting and distributing passenger flow in terminals needs
Seek matching equation:
672*No+2*168*Nt≥20200
Wherein, NoFor originating line item number (item)；
4.3) it, in order to avoid the plug into setting of route of regular public traffic causes the road of terminals crowded, establishes such as the following
Formula:
4.4) integer solution, is sought according to step 4.2) and step 4.3), obtains originating line item number NoFeasible solution set
{N′oAnd approach number of lines NtFeasible solution set { N 't}.Since terminals are higher with ground price, should generally subtract as far as possible
The setting at few public transport first and last station, is plugged into using approach route as far as possible, so, N is taken in all feasible solutionso=min { N 'o}
And Nt=max { N 'tIt is optimal solution, it obtains the western CBD regular public traffic in Suzhou Industrial Park lake and plugs into the configuration scheme of route
Are as follows: originating line item number No=25, approach number of lines Nt=10.
5, terminals feeder bus sytem setting sites scheme is established:
5.1) first and last station area s needed for every originating line in hinge is calculatedo(square metre):
Wherein, sbFor each public transport standard vehicle first and last station land area (square metre) in hinge, according to " urban road is public
Traffic station, field, factory engineering design specification (CJJ/T 15-2011) ", sbIt is taken as 200 square metres；lbFor feeder bus sytem line length
(kilometer), according to " Code for planning design of transport on urban road (GB 50220-95) ", lbIt is taken as 12 kilometers；vbIt is flat for regular public traffic
The equal speed of service (kilometer/hour), the city according to " urban public transport classification standard (CJJ/T 114-2007) ", where hinge
The midtown regular public traffic speed of service is lower, vbIt is taken as 15 kilometers/hour；β is that bus quantity the line is busy road is stopped in hinge
It is equipped with the ratio (%) of bus quantity, β is taken as 30%；
5.2) every place's hinge feeder bus sytem station area S (square metre) is calculated:
Due toThen:
Wherein, m is originating line item number (item) in different brackets Public Transport Junction, according to " urban road public transport station,
Field, factory engineering design specification (CJJ/T 15-2011) ", in the western area CBD in Suzhou Industrial Park lake, small-sized public transport should be generally set
Hinge, m are taken as 4；szFor Public Transport Junction station area (square metre), according to " urban road public transport station, field, factory engineering
Design specification (CJJ/T 15-2011) ", szIt is taken as 35 square metres；
5.3) public transport first and last station quantity n is calculatedo(a):
Due toThen
5.4) public transport way station quantity n is calculatedt(a):
Due toThen
5.5), according to obtaining 5.3) and 5.4) that 7 public transport first and last stations should be arranged in the western area CBD in Suzhou Industrial Park lake,
Every place's first and last station area is 1800 square metres, way station at setting 3.
Those skilled in the art can understand that unless otherwise defined, all terms used herein (including skill
Art term and scientific term) there is meaning identical with the general understanding of those of ordinary skill in fields of the present invention.Also
It should be understood that those terms such as defined in the general dictionary should be understood that have in the context of the prior art
The consistent meaning of meaning will not be explained in an idealized or overly formal meaning and unless defined as here.
Above-described specific embodiment has carried out further the purpose of the present invention, technical scheme and beneficial effects
It is described in detail, it should be understood that being not limited to this hair the foregoing is merely a specific embodiment of the invention
Bright, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should be included in the present invention
Protection scope within.
Claims (3)
1. one kind is based on the matched hinge feeder bus sytem setting sites method of transfer ability, which is characterized in that comprise the steps of:
Step 1) calculates according to traffic study or traffic model and determines the collecting and distributing passenger flow demand P of hinge regular public traffict；
Step 2), according to the collecting and distributing passenger flow demand P of hinge regular public traffict, it is assumed that all using approach route as the normal of terminals
Rule public transport is plugged into route, determines required approach number of lines Nt, determine terminals regular public traffic line density Db；
Step 3) establishes the method for judging whether to need while originating line and approach route is arranged；Detailed step is as follows:
The density of road network that regular public traffic route can be started within the scope of terminals is Dr, public bus network repeat factor is α；When
Db≤αDrWhen, it is all plugged into route using approach route as regular public traffic, the required approach number of lines is Nt；Work as Db> α Dr
When, while originating line and approach route are set and plugged into route as regular public traffic；
Step 4) establishes terminals regular public traffic and plugs into line optimization allocation models, determines originating line item number NoWith approach line
Travel permit number Nt, the regular public traffic for obtaining terminals plugs into line optimization allocation plan；Detailed step is as follows:
Step 4.1) calculates the capacity C of a regular public traffic originating line according to the following formulao:
Wherein, BbFor the rated passenger capacity of regular public traffic standard vehicle, JbIt is other regular public traffic vehicles to regular public traffic standard vehicle
Conversion coefficient, ηoFor the load factor of regular public traffic vehicle originating line, ToFor the departure interval of originating line；
Step 4.2) should meet the following conditions to meet the collecting and distributing passenger flow demand of terminals regular public traffic:
Co*No+Ct*Nt≥Pt
Wherein, NoFor originating line item number, CtFor the capacity of regular public traffic approach route；
Step 4.3) should meet following in order to avoid the plug into setting of route of regular public traffic causes the road of terminals crowded
Condition:
Wherein, length of the L for terminals, width of the W for terminals, area of the S for terminals, unit: square kilometre,
S=L*W；
Step 4.4) seeks integer solution according to step 4.2) and step 4.3), obtains originating line item number NoFeasible solution set
{N'oAnd approach number of lines NtFeasible solution set { N 't, min { N' is taken in all feasible solutionsoAnd max { N 'tIt is NoWith
NtOptimal solution, the regular public traffic for obtaining terminals plugs into line optimization allocation plan；
Step 5) determines every place's public transport first and last station area Sh, public transport first and last station quantity no, public transport way station quantity nt, obtain hinge
Regional feeder bus sytem setting sites scheme.
2. it is according to claim 1 a kind of based on the matched hinge feeder bus sytem setting sites method of transfer ability, it is special
Sign is that the detailed step of the step 2) is as follows:
Step 2.1), it is assumed that all plugged into route using approach route as the regular public traffic of terminals, according to the following formula
Approach number of lines N needed for calculatingt:
Step 2.2) calculates the capacity C of a regular public traffic approach route according to the following formulat:
Wherein, h is the limit load factor of regular public traffic standard vehicle, htWhen reaching website using regular public traffic standard vehicle for approach line
Practical load factor, TtFor the departure interval of approach route；
Step 2.3) calculates terminals regular public traffic line density D according to the following formulab:
Wherein, γ is that regular public traffic is plugged into the non-linear coefficient of route.
3. it is according to claim 1 a kind of based on the matched hinge feeder bus sytem setting sites method of transfer ability, it is special
Sign is that the detailed step of the step 5) is as follows:
Step 5.1) calculates first and last station area s needed for every originating line in hinge according to the following formulao:
Wherein, sbFor each public transport standard vehicle first and last station land area, lbFor feeder bus sytem line length, vbIt is flat for regular public traffic
The equal speed of service, β are the ratio stopped bus quantity the line is busy road in hinge and be equipped with bus quantity；
Step 5.2) calculates every place's public transport first and last station area S according to the following formulah:
WhenWhen,
WhenWhen:
Wherein, m is originating line item number in different brackets Public Transport Junction；szFor Public Transport Junction station area；
Step 5.3) calculates public transport first and last station quantity n according to the following formulao:
WhenWhen,
WhenWhen,
Step 5.4) calculates public transport way station quantity n according to the following formulat:
WhenWhen,
WhenWhen,
Step 5.5) obtains public transport first and last station quantity n according to step 5.3) and step 5.4)oWith public transport way station quantity nt, obtain
Terminals feeder bus sytem setting sites scheme.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610042076.XA CN105550785B (en) | 2016-01-21 | 2016-01-21 | One kind being based on the matched hinge feeder bus sytem setting sites method of transfer ability |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610042076.XA CN105550785B (en) | 2016-01-21 | 2016-01-21 | One kind being based on the matched hinge feeder bus sytem setting sites method of transfer ability |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105550785A CN105550785A (en) | 2016-05-04 |
| CN105550785B true CN105550785B (en) | 2019-04-19 |
Family
ID=55829966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610042076.XA Active CN105550785B (en) | 2016-01-21 | 2016-01-21 | One kind being based on the matched hinge feeder bus sytem setting sites method of transfer ability |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105550785B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105427612B (en) * | 2016-01-21 | 2017-09-12 | 江苏省城市规划设计研究院 | A kind of hinge regular public traffic constrained based on road conditions is plugged into line configuring method |
| CN106056899B (en) * | 2016-08-09 | 2018-08-10 | 上海市城市建设设计研究总院（集团）有限公司 | The method that feeder bus sytem scheduling system based on tramcar arrival time is scheduled |
| CN107784827A (en) * | 2017-10-22 | 2018-03-09 | 深圳市微埃智能科技有限公司 | A kind of implementation method of dynamic bus route |
| CN113554270B (en) * | 2021-06-11 | 2023-09-01 | 华设设计集团股份有限公司 | Method for determining construction scale of head and tail stations of matched buses |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101870294B (en) * | 2010-06-28 | 2016-03-23 | 田耕 | Parallel elevated road station and elevated railway passenger station walk abreast the banded transport hub formed |
| CN103871238A (en) * | 2014-03-13 | 2014-06-18 | 宁波保税区攀峒信息科技有限公司 | Bus traffic organization method |
| CN104933479B (en) * | 2015-06-10 | 2018-01-30 | 江苏省城市规划设计研究院 | A kind of city bus hinge based on accessibility is layouted planing method |
-
2016
- 2016-01-21 CN CN201610042076.XA patent/CN105550785B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105550785A (en) | 2016-05-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105550785B (en) | One kind being based on the matched hinge feeder bus sytem setting sites method of transfer ability | |
| CN107194128B (en) | Multi-mode public transport network design method based on central radiation type network framework | |
| CN101789175B (en) | Public transportation multi-route static coordination and dispatching method | |
| CN105096622B (en) | A kind of dynamic route guidance method communicated based on bus or train route | |
| CN103208034B (en) | A kind of track traffic for passenger flow forecast of distribution model is set up and Forecasting Methodology | |
| CN105243836A (en) | Carpooling method and device | |
| CN103729724A (en) | Natural-mixing scheduling method of public bike system | |
| Sierpiński et al. | Use of GSM Technology as the Support to Manage the Modal Distribution in the Cities | |
| CN110197335A (en) | A kind of get-off stop number calculation method based on probability OD distributed model | |
| Kubíková et al. | Microscopic simulation of optimal use of communication network | |
| CN103241268B (en) | Subway departure time optimizing method for reducing transfer time of tunnel transfer stations | |
| Sharov et al. | The Irkutsk transportation master plan solutions for public transport system development | |
| Lin et al. | Robustness analysis on electric vehicle energy distribution networks | |
| CN105528890A (en) | A taxi carpooling method suitable for large-scale transportation hubs | |
| Vuchic et al. | Timed transfer system planning, design and operation | |
| CN106448134A (en) | Emergency period ground temporary traffic control scheme optimization method and system | |
| CN104573067A (en) | Tramcar and BRT cable network comprehensive arrangement method | |
| CN105427612B (en) | A kind of hinge regular public traffic constrained based on road conditions is plugged into line configuring method | |
| CN108492570B (en) | Urban Public Transportation Network passenger flow congestion state characterizing method | |
| CN201616186U (en) | Network traffic message sign | |
| CN203415090U (en) | City vehicle passing optimization system based on LabVIEW simulation platform | |
| Deb et al. | Comprehensive Review of Planning Models for Charging Station Placement | |
| CN113077113B (en) | Intelligent planning and designing method for charging infrastructure | |
| CN103745606B (en) | A kind of changeable-message sign distribution method and system | |
| CN113554270B (en) | Method for determining construction scale of head and tail stations of matched buses |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 210019 Building B3, No. 1, Yunlongshan Road, Jianye District, Nanjing, Jiangsu Patentee after: Jiangsu urban planning and Design Institute Co.,Ltd. Address before: Jiangsu Jianshe building, 88 Caochangmen street, Gulou District, Nanjing, Jiangsu 210036 Patentee before: JIANGSU INSTITUTE OF URBAN PLANNING AND DESIGN |