CN109583719A - A kind of method of the route shift adjustment of the through trip of public transport - Google Patents
A kind of method of the route shift adjustment of the through trip of public transport Download PDFInfo
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- G—PHYSICS
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- 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
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Abstract
The method of the route shift adjustment of the through trip of the public transport that the present invention designs, analyze the starting point gone on a journey in the period of working day (or nonworkdays) route and destination, it analyzes what wherein public transport was gone directly, calculates through passenger flow in get on or off the bus passenger flow number and the through passenger flow sum of each website;Through passenger flow accounts for 30% or more of the route passenger flow, uniformly or non-uniformly according to Trip distribution, large passenger flow website (15% or more/through number of getting off that the through number of getting on the bus accounts for through passenger flow of getting on the bus account for go directly get off 15% or more of passenger flow) is spatially centralised or decentralised, judge the load factor situation of the period route, various increase or decrease shift to make, open special line, merge the adjustable strategies such as small passenger flow website.
Description
Technical field
The invention belongs to Operator Specific Service field more particularly to a kind of sides of the route shift adjustment of the through trip of public transport
Method.
Background technique
Public transport company adjusts public bus network rule of thumb to repetition circuit (public transport and subway are overlapped section) analysis at present,
Effect is not satisfactory, and the skill for going out repetition circuit client's trip characteristics by big data analysis has been given in the development of current computer technology
Art is directed toward, to provide the removal the smallest scheme of redundancy public bus network negative effect, is plugged into passenger in conjunction with individual trip law-analysing
Practical OD point, analyze working day (or nonworkdays) route a period in go on a journey starting point and destination, point
Public transport is through, public transport and Public Transport Transfer, public transport and track transfer are through, Public Transport Transfer track changes to these four situations of public transport again,
And it is made adjustment the decision of route shift according to different concrete conditions.
Summary of the invention
The present invention is intended to provide a kind of method of the route shift adjustment of the through trip of public transport.
To realize the above-mentioned technical purpose, the present invention uses following technical scheme, a kind of route shift of the through trip of public transport
The method of adjustment analyzes the starting point gone on a journey in the period of working day (or nonworkdays) route and destination, point
Analyse what wherein public transport was gone directly, which comprises the following steps:
Step S1, bus trip is not changed to, i.e., Trip chain is TRANSPOT_TYPE=2, PAYMENT_ORDER=1
And the record of IS_OVER=Y;
Step S2, through passenger flow is calculated in get on or off the bus passenger flow number and the through passenger flow sum of each website;
Step S3, through passenger flow accounts for 30% or more of the route passenger flow, and in each station on-board and off-board uniform amount, i.e. passenger flow
(get on the bus+get off) variance then calculates the average load factor of the period route less than 0.1, when load factor > 120%, should increase class
Secondary, the limit value of variance can be adjusted according to data cases;When load factor < 50%, shift should be reduced, shift is reduced and combines practical class
Secondary adjustment guarantees that minimum shift of dispatching a car, 50%≤load factor≤120% can keep status;
Step S4, through passenger flow accounts for 30% or more of the route passenger flow, and Trip distribution is uneven, i.e., passenger flow (get on the bus+under
Vehicle) variance is greater than 0.1, and (the through number of getting on the bus accounts for 15% or more/number of getting off of going directly of through passenger flow of getting on the bus to large passenger flow website
Account for and through get off 15% or more of passenger flow) spatially concentrate, judge the load factor of the period route, works as load factor > 120%
When, it can be for routes such as large passenger flow release of section local train, special line, main station express bus;When load factor < 50%, shift should be reduced;
50%≤load factor≤120% can keep status;
Step S5, through passenger flow accounts for 30% or more of the route passenger flow, and Trip distribution is uneven, i.e., passenger flow (get on the bus+under
Vehicle) variance is greater than 0.1, and (the through number of getting on the bus accounts for 15% or more/number of getting off of going directly of through passenger flow of getting on the bus to large passenger flow website
Account for and through get off 15% or more of passenger flow) spatially disperse, judge the load factor of the period route, works as load factor > 120%
When, the strategy for merging small passenger flow website can be taken for this situation;When load factor < 50%, shift should be reduced;50%≤fully loaded
Rate≤120% can keep status;
Step S6, through passenger flow account for the 30% of the route passenger flow hereinafter, route and shift adjustment should in conjunction with other factors into
Row.
Preferably, the transit trip chain information TD_PUBLIC_TRIP_CHAIN table deposit extracted in step S1
Data are by following format: Name is entity number, and Code ENTITY_NUM, Data Type is VARCHAR2 (50);Name is
The means of payment, Code PAYMENT_TYPE, Data Type are CHAR [1], 1-IC card, the mobile terminal 2-;Name is payment of getting on the bus
Flowing water is recorded, Code PAYMENT_SN, Data Type is VARCHAR2 (50);Name is payment sequence number, and Code is
PAYMENT_ORDER, Data Type are NUMBER (2), and each Y is later again since 1;Name is Site ID of getting on the bus, Code
It is NUMBER [9] for UP_STATION_ID, Data Type;Name is to get on the bus the time of payment, Code UP_PAYMENT_
TIME, Data Type are DATE;To be get-off stop ID, Code DOWN_STATION_ID, Data Type are Name
NUMBER (9), exceptional value 000000000;Name is the time getting off, and Code DOWN_PAYMENT_TIME, Data Type are
DATE, exceptional value 1900/00/00/00/00/00;Name is route ID, and Code LINE_ID, Data Type is NUMBER
[9];Name is once whether trip is completed, and Code IS_OVER, Data Type is CHAR (1), Y, N;Name is traffic work
Has type, Code TRANSPOT_TYPE, Data Type is CHAR (1), 1-subway, 2-bus, 3-taix, 4-bike;
Name is entry time, and Code UPDATE_TIME, Data Type is DATE.
Preferably, the calculation method of passenger flow variance are as follows: calculate website and get on the bus number+number of getting off, obtain each website
Passenger flow qsn;Calculate website passenger flow mean valueI.e. the sum of all website passenger flows of the route are divided by website sum;It calculates
Passenger flow variance
The method of the route shift adjustment of the through trip of the public transport that the present invention designs, analyzes working day (or nonworkdays) one
What wherein public transport was gone directly analyzed in the starting point gone on a journey in one period of a route and destination, calculate through passenger flow at each station
Get on or off the bus passenger flow number and the through passenger flow sum of point;Through passenger flow accounts for 30% or more of the route passenger flow, equal according to Trip distribution
Even or uneven, (15% or more/number of getting off of going directly that the through number of getting on the bus accounts for through passenger flow of getting on the bus accounts for directly large passenger flow website
Up to 15% or more of passenger flow of getting off) it is spatially centralised or decentralised, the load factor situation of the period route is judged, to make
It is various to increase or decrease shift, open special line, merge the adjustable strategies such as small passenger flow website.
Detailed description of the invention
Fig. 1 is the flow chart of the method for the present invention.
Specific embodiment
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning to end
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached
The embodiment of figure description is exemplary, and for explaining only the invention, and is not considered as limiting the invention.
In the description of the present invention, unless otherwise specified and limited, it should be noted that term " installation ", " connected ",
" connection " shall be understood in a broad sense, for example, it may be mechanical connection or electrical connection, the connection being also possible to inside two elements can
It, can also be indirectly connected through an intermediary to be to be connected directly.It for the ordinary skill in the art, can basis
Concrete condition understands the concrete meaning of above-mentioned term.
A kind of side of the route shift adjustment of the through trip of public transport according to an embodiment of the present invention is described referring to Fig. 1
Method, analyzes the starting point gone on a journey in the period of working day (or nonworkdays) route and destination, and analysis is wherein public
What friendship was gone directly, which comprises the following steps:
Step S1, bus trip is not changed to, i.e., Trip chain is TRANSPOT_TYPE=2, PAYMENT_ORDER=1
And the record of IS_OVER=Y;
Step S2, through passenger flow is calculated in get on or off the bus passenger flow number and the through passenger flow sum of each website;
Step S3, through passenger flow accounts for 30% or more of the route passenger flow, and in each station on-board and off-board uniform amount, i.e. passenger flow
(get on the bus+get off) variance then calculates the average load factor of the period route less than 0.1, when load factor > 120%, should increase class
Secondary, the limit value of variance can be adjusted according to data cases;When load factor < 50%, shift should be reduced, shift is reduced and combines practical class
Secondary adjustment guarantees that minimum shift of dispatching a car, 50%≤load factor≤120% can keep status;
Step S4, through passenger flow accounts for 30% or more of the route passenger flow, and Trip distribution is uneven, i.e., passenger flow (get on the bus+under
Vehicle) variance is greater than 0.1, and (the through number of getting on the bus accounts for 15% or more/number of getting off of going directly of through passenger flow of getting on the bus to large passenger flow website
Account for and through get off 15% or more of passenger flow) spatially concentrate, judge the load factor of the period route, works as load factor > 120%
When, it can be for routes such as large passenger flow release of section local train, special line, main station express bus;When load factor < 50%, shift should be reduced;
50%≤load factor≤120% can keep status;
Step S5, through passenger flow accounts for 30% or more of the route passenger flow, and Trip distribution is uneven, i.e., passenger flow (get on the bus+under
Vehicle) variance is greater than 0.1, and (the through number of getting on the bus accounts for 15% or more/number of getting off of going directly of through passenger flow of getting on the bus to large passenger flow website
Account for and through get off 15% or more of passenger flow) spatially disperse, judge the load factor of the period route, works as load factor > 120%
When, the strategy for merging small passenger flow website can be taken for this situation;When load factor < 50%, shift should be reduced;50%≤fully loaded
Rate≤120% can keep status;
Step S6, through passenger flow account for the 30% of the route passenger flow hereinafter, route and shift adjustment should in conjunction with other factors into
Row.
Preferably, the transit trip chain information TD_PUBLIC_TRIP_CHAIN table deposit extracted in step S1
Data are by following format: Name is entity number, and Code ENTITY_NUM, Data Type is VARCHAR2 (50);Name is
The means of payment, Code PAYMENT_TYPE, Data Type are CHAR [1], 1-IC card, the mobile terminal 2-;Name is payment of getting on the bus
Flowing water is recorded, Code PAYMENT_SN, Data Type is VARCHAR2 (50);Name is payment sequence number, and Code is
PAYMENT_ORDER, Data Type are NUMBER (2), and each Y is later again since 1;Name is Site ID of getting on the bus, Code
It is NUMBER [9] for UP_STATION_ID, Data Type;Name is to get on the bus the time of payment, Code UP_PAYMENT_
TIME, Data Type are DATE;To be get-off stop ID, Code DOWN_STATION_ID, Data Type are Name
NUMBER (9), exceptional value 000000000;Name is the time getting off, and Code DOWN_PAYMENT_TIME, Data Type are
DATE, exceptional value 1900/00/00/00/00/00;Name is route ID, and Code LINE_ID, Data Type is NUMBER
[9];Name is once whether trip is completed, and Code IS_OVER, Data Type is CHAR (1), Y, N;Name is traffic work
Has type, Code TRANSPOT_TYPE, Data Type is CHAR (1), 1-subway, 2-bus, 3-taix, 4-bike;
Name is entry time, and Code UPDATE_TIME, Data Type is DATE.
Preferably, the calculation method of passenger flow variance are as follows: calculate website and get on the bus number+number of getting off, obtain each website
Passenger flow qsn;Calculate website passenger flow mean valueI.e. the sum of all website passenger flows of the route are divided by website sum;It calculates
Passenger flow variance
The method of the route shift adjustment of the through trip of the public transport that the present invention designs, analyzes working day (or nonworkdays) one
What wherein public transport was gone directly analyzed in the starting point gone on a journey in one period of a route and destination, calculate through passenger flow at each station
Get on or off the bus passenger flow number and the through passenger flow sum of point;Through passenger flow accounts for 30% or more of the route passenger flow, equal according to Trip distribution
Even or uneven, (15% or more/number of getting off of going directly that the through number of getting on the bus accounts for through passenger flow of getting on the bus accounts for directly large passenger flow website
Up to 15% or more of passenger flow of getting off) it is spatially centralised or decentralised, the load factor situation of the period route is judged, to make
It is various to increase or decrease shift, open special line, merge the adjustable strategies such as small passenger flow website.
In the description of this specification, the description meaning of reference term " one embodiment ", " example " or " some examples " etc.
Refer to that particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one reality of the invention
It applies in example or example.In the present specification, schematic expression of the above terms are not necessarily referring to identical embodiment or show
Example.Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples
It can be combined in any suitable manner.
Although an embodiment of the present invention has been shown and described, it will be understood by those skilled in the art that: not
A variety of change, modification, replacement and modification can be carried out to these embodiments in the case where being detached from the principle of the present invention and objective, this
The range of invention is defined by the claims and their equivalents.
Claims (3)
1. a kind of method of the route shift adjustment of the through trip of public transport, the one of analysis working day (or nonworkdays) route
What wherein public transport was gone directly analyzed in the starting point gone on a journey in a period and destination, which comprises the following steps:
Step S1, bus trip is not changed to, i.e., Trip chain is TRANSPOT_TYPE=2, PAYMENT_ORDER=1 and IS_
The record of OVER=Y;
Step S2, through passenger flow is calculated in get on or off the bus passenger flow number and the through passenger flow sum of each website;
Step S3, through passenger flow accounts for 30% or more of the route passenger flow, and in each station on-board and off-board uniform amount, i.e., passenger flow (get on the bus+
Get off) variance less than 0.1, then calculates the average load factor of the period route, when load factor > 120%, frequency increase is answered, side
The limit value of difference can be adjusted according to data cases;When load factor < 50%, shift should be reduced, shift is reduced and combines practical shift tune
It is whole, guarantee that minimum shift of dispatching a car, 50%≤load factor≤120% can keep status;
Step S4, through passenger flow accounts for 30% or more of the route passenger flow, and Trip distribution is uneven, i.e. passenger flow (get on the bus+get off)
Variance is greater than 0.1, and (15% or more/number of getting off of going directly that the through number of getting on the bus accounts for through passenger flow of getting on the bus accounts for large passenger flow website
It is through to get off 15% or more of passenger flow) spatially concentrate, judge the load factor of the period route, works as load factor > 120%
When, it can be for routes such as large passenger flow release of section local train, special line, main station express bus;When load factor < 50%, shift should be reduced;
50%≤load factor≤120% can keep status;
Step S5, through passenger flow accounts for 30% or more of the route passenger flow, and Trip distribution is uneven, i.e. passenger flow (get on the bus+get off)
Variance is greater than 0.1, and (15% or more/number of getting off of going directly that the through number of getting on the bus accounts for through passenger flow of getting on the bus accounts for large passenger flow website
It is through to get off 15% or more of passenger flow) spatially disperse, judge the load factor of the period route, works as load factor > 120%
When, the strategy for merging small passenger flow website can be taken for this situation;When load factor < 50%, shift should be reduced;50%≤fully loaded
Rate≤120% can keep status;
Step S6, through passenger flow accounts for the 30% of the route passenger flow hereinafter, route and shift adjustment should be carried out in conjunction with other factors.
2. the method according to claim 1, wherein the transit trip chain information TD_ extracted in step S1
The data of PUBLIC_TRIP_CHAIN table deposit are by following format: Name is entity number, Code ENTITY_NUM, Data
Type is VARCHAR2 (50);Name is the means of payment, and Code PAYMENT_TYPE, Data Type is CHAR [1], 1-IC
Card, the mobile terminal 2-;Name is payment record flowing water of getting on the bus, and Code PAYMENT_SN, Data Type is VARCHAR2 (50);
Name is payment sequence number, and Code PAYMENT_ORDER, Data Type is NUMBER (2), is opened again from 1 after each Y
Begin;Name is Site ID of getting on the bus, and Code UP_STATION_ID, Data Type is NUMBER [9];Name is when getting on the bus to pay
Between, Code UP_PAYMENT_TIME, Data Type is DATE;Name be get-off stop ID, Code DOWN_
STATION_ID, Data Type are NUMBER (9), exceptional value 000000000;Name is time getting off, Code DOWN_
PAYMENT_TIME, Data Type are DATE, exceptional value 1900/00/00/00/00/00;Name is route ID, and Code is
LINE_ID, Data Type are NUMBER [9];Name is once whether trip is completed, and Code IS_OVER, Data Type are
CHAR (1), Y, N;Name is type of vehicle, and Code TRANSPOT_TYPE, Data Type is CHAR (1), 1-
Subway, 2-bus, 3-taix, 4-bike;Name is entry time, and Code UPDATE_TIME, Data Type is DATE.
3. the method according to claim 1, wherein the calculation method of passenger flow variance are as follows: calculate website and get on the bus people
It count+gets off number, obtains the passenger flow q of each websitesn;Calculate website passenger flow mean valueThat is all websites of the route
The sum of passenger flow is divided by website sum;Calculate passenger flow variance
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