CN115083157B - Method for measuring and calculating number of people on lane at highway toll station - Google Patents

Method for measuring and calculating number of people on lane at highway toll station Download PDF

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CN115083157B
CN115083157B CN202210668362.2A CN202210668362A CN115083157B CN 115083157 B CN115083157 B CN 115083157B CN 202210668362 A CN202210668362 A CN 202210668362A CN 115083157 B CN115083157 B CN 115083157B
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entrance
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toll station
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CN115083157A (en
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李腾飞
王洪明
王剑波
钟媚
唐国强
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Sichuan Vocational and Technical College Communications
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    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/01—Detecting movement of traffic to be counted or controlled
    • G08G1/0104—Measuring and analyzing of parameters relative to traffic conditions
    • G08G1/0125—Traffic data processing
    • G—PHYSICS
    • G07—CHECKING-DEVICES
    • G07B—TICKET-ISSUING APPARATUS; FARE-REGISTERING APPARATUS; FRANKING APPARATUS
    • G07B15/00—Arrangements or apparatus for collecting fares, tolls or entrance fees at one or more control points
    • G07B15/06—Arrangements for road pricing or congestion charging of vehicles or vehicle users, e.g. automatic toll systems
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/01—Detecting movement of traffic to be counted or controlled
    • G08G1/0104—Measuring and analyzing of parameters relative to traffic conditions
    • G08G1/0137—Measuring and analyzing of parameters relative to traffic conditions for specific applications
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/065—Traffic control systems for road vehicles by counting the vehicles in a section of the road or in a parking area, i.e. comparing incoming count with outgoing count

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Abstract

The invention discloses a method for measuring and calculating the number of people on lane guards of a highway toll station, which belongs to the technical field of highway toll station organization management and comprises the following steps: respectively acquiring the number of the entrance and exit mixed lane watching personnel per shift of an entrance and exit separated toll station and the number of the entrance and exit parallel toll stations per shift mixed lane watching personnel per shift; respectively acquiring the number of ETC guide members per shift at an entrance and an exit of an entrance and exit separated toll station and the number of ETC guide members per shift at a parallel toll station with the entrance and the exit parallel to each other; respectively calculating the number of entrance and exit lane watchers of an entrance and exit separated toll station and the number of lane watchers of a parallel toll station with the entrance and the exit in parallel; the method reasonably, efficiently and accurately realizes the human resource allocation of the lane keeper of the highway toll station, and solves the problem of human resource waste caused by the allocation personnel of the number of lanes of the conventional toll station.

Description

Method for measuring and calculating number of people on lane at highway toll station
Technical Field
The invention belongs to the technical field of organization and management of highway toll stations, and particularly relates to a method for measuring and calculating the number of watchers on lanes of a highway toll station.
Background
With the high-speed construction of wisdom and the popularization of ETC charging modes, the highway continuously improves the national and regional economic and social development service capability and simultaneously provides higher requirements for post setting and quantity configuration of toll station personnel. The accuracy of the allocation of the human resources of the toll station is very important for balancing the inter-station post labor intensity and improving the comprehensive management service capability of the toll station.
When the number of lanes entering and exiting and the construction scale of the traditional toll station are determined, foreign experiences such as the U.S. and the day are generally used for reference, and the predicted 30 th hour traffic volume of the next 20 years is adopted as the design hour traffic volume, so that the traffic unblocked rate of the road can reach 99.67% when the design service life of the road is close to the expiration, namely only 29 hours of traffic volume exceeds the traffic capacity of the toll station all the year. However, the major holiday free passing policy is executed on the highway of China aiming at the small cars, and the proportion of the small cars in the traffic flow of the highway is as high as about 70%, so that the main traffic volume peak of the whole year is in the free release period of the toll station, the traffic volume of the 30 th hour in the next 20 years cannot reflect the post workload of the toll station, and the number of the designed lanes calculated according to the traffic volume of the designed hours is obviously unreasonable, so that the situations of insufficient use and more idle lanes of part of the toll station occur, a large amount of human resources are wasted, and the purpose of scientifically and reasonably allocating the human resources is not achieved.
Disclosure of Invention
Aiming at the defects in the prior art, the method for measuring and calculating the number of the lane watchers of the highway toll station can reasonably, efficiently and accurately realize the human resource allocation of the lane watchers of the highway toll station, and solves the problem of human resource waste caused by the current lane number allocation personnel of the toll station.
In order to achieve the purpose of the invention, the invention adopts the technical scheme that:
the invention provides a method for measuring and calculating the number of persons on the lane at a highway toll station, which comprises the following steps:
s1, respectively acquiring the number of mixed lane watching staffs per shift of an inlet and an outlet of a separate toll station with the inlet and the outlet, and the number of mixed lane watching staffs per shift of a parallel toll station with the inlet and the outlet in parallel;
s2, respectively acquiring the number of ETC leading persons per shift at the entrance and the exit of the entrance and exit separated toll station, and the number of ETC leading persons per shift at the parallel toll station with the entrance and the exit in parallel;
and S3, respectively calculating the number of the entrance lane watchers and the exit lane watchers of the entrance and exit separated toll station and the number of the parallel toll station lane watchers with the entrance and the exit in parallel according to the data obtained in the step S1 and the step S2.
The invention has the beneficial effects that: the method for measuring and calculating the number of the attended people of the lane of the highway toll station considers the actual traffic volume of the toll station instead of the traditional method for calculating the traffic volume by predicting the 30 th design hour in the next 20 years, is more practical, and has simple and convenient data acquisition.
Further, the step S1 includes the steps of:
s11, respectively calculating the number of the mixed lane attendees of the entrance and the exit of the separate toll station for each shift and the number of the mixed lane attendees of the exit for each shift:
m rz ＝N r
m cz ＝N c
wherein m is rz And m cz Respectively representing the number of mixed lane attendees per shift at the entrance and the exit of the separated toll station, N r And N c Respectively representing the number of entrance mixed lanes and the number of exit mixed lanes of an entrance and exit separated toll station;
s12, calculating to obtain the number of the mixed lane watching staff per shift of the parallel toll station with parallel inlets and outlets based on the number of the mixed lane watching staff per shift of the entrance of the toll station and the number of the mixed lane watching staff per shift of the exit of the toll station:
m z ＝m rz +m cz
wherein m is z The number of the mixed lane attendees per shift of the parallel toll station with the parallel entrance and the parallel exit is shown.
The beneficial effect of adopting the further scheme is as follows: the scheme provides a calculation method of the entrance and exit separated type mixed lanes of the highway toll station according to the specific work duty of the mixed lane watchers of the highway toll station, and a calculation method of the number of watchers of the mixed lanes per shift of the parallel toll station with the parallel entrance and the parallel exit.
Further, the step S2 includes the steps of:
s21, respectively calculating the number of ETC guilders at the entrance of the entrance and the exit of the separated toll station every shift and the number of ETC guilders at the exit every shift:
Figure BDA0003693859840000031
Figure BDA0003693859840000032
wherein m is re And m ce Respectively indicating the number of ETC guiders per shift at the entrance and the exit of the toll station with separate entrance and exit, N re And N ce Respectively representing the number of entrance ETC lanes and the number of exit ETC lanes of the entrance and exit separated toll station;
s22, calculating the number of ETC guilders per shift of the parallel toll station with parallel entrances and exits based on the number of ETC lanes at the entrances and exits of the parallel toll station:
Figure BDA0003693859840000041
wherein m is e Indicating the number of ETC directors per shift at a parallel toll station with parallel entrances and exits.
The beneficial effect of adopting the above further scheme is that: the scheme provides a calculation method for entrance and exit separated type entrance and exit ETC guiders of the highway toll station according to the specific work duty of the ETC guiders of the highway toll station, and a calculation method for the quantity of ETC guiders per shift of the parallel toll station with the entrance and the exit in parallel.
Further, the step S3 includes the steps of:
s31, calculating the number of entrance lane watchers of the entrance and exit separated toll station based on the number of entrance mixed lane watchers per shift of the entrance and exit separated toll station and the number of entrance ETC leaders per shift of the entrance:
M r ＝C 1 (m rz +m re )
C 1 ＝2,3,4
wherein M is r Number of persons on entrance lane at entrance and exit separated toll station, C 1 The entrance lane duty of the entrance and exit separated toll station is shown;
s32, calculating the number of the exit lane watchers of the entrance and exit separated toll station based on the number of the exit mixed lane watchers of the entrance and exit separated toll station and the number of the exit ETC guiders of the exit separated toll station:
M C ＝C 2 (m cz +m ce )
C 2 ＝2,3,4
wherein, M C Number of persons on exit lane of entrance and exit separated toll station, C 2 The duty of the exit lane of the entrance and exit separated toll station is shown;
s33, calculating the number of the lane watchers of the parallel toll station with the parallel inlet and outlet based on the number of the mixed lane watchers of the parallel toll station with the parallel inlet and outlet and the number of ETC guides of each lane:
M＝C 3 (m z +m e )
C 3 ＝2,3,4
wherein M represents the number of the concurrent toll station lane watchers with the inlet and the outlet in parallel, C 3 Indicating the shift of the lane of the parallel toll station with the inlet and the outlet in parallel.
The beneficial effect of adopting the further scheme is as follows: according to the scheme, based on the number of the highway toll station mixed lane attended persons and the number of ETC guide persons per shift, the total number of the persons in shift is set by combining a specific toll station, and a calculation method for calculating the total number of the highway toll station mixed lane attended persons and the total number of the ETC guide persons is provided.
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FIG. 1 is a flowchart illustrating steps of a method for measuring and calculating the number of persons on a lane at a highway toll station according to an embodiment of the invention.
Detailed Description
The following description of the embodiments of the present invention is provided to facilitate the understanding of the present invention by those skilled in the art, but it should be understood that the present invention is not limited to the scope of the embodiments, and it will be apparent to those skilled in the art that various changes may be made without departing from the spirit and scope of the invention as defined and defined by the appended claims, and all changes that can be made by the invention using the inventive concept are intended to be protected.
The highway toll station lane watchers comprise mixed lane watchers and ETC guide personnel, wherein the mixed lane watchers are workers who are specially responsible for checking, issuing cards, charging and releasing vehicles, persuading and the like on mixed lanes at the entrance and the exit of a toll station; the ETC guide person is a person who is specially used for guiding ETC passing blocked vehicles when ETC equipment at the entrance and the exit of the toll station fails to normally carry out toll collection business so as to cause traffic jam at the toll station;
according to the difference of the specific working posts of the toll collectors of the toll station, the work tasks and responsibilities of the mixed lane guarding can be divided into an entrance mixed lane guarding mode and an exit mixed lane guarding mode.
(1) The main responsibilities of the entrance mixed lane guard comprise:
(1) issuing a pass card to a non-ETC vehicle driving into the highway;
(2) carrying out overrun inspection on the trucks running into the expressway according to relevant regulations, and advising back to inspect unqualified vehicles;
(3) checking other vehicles to be checked which enter the expressway according to relevant regulations, and advising back to check unqualified vehicles;
(4) the inspection, release and recommendation of the vehicle to be inspected at the entrance are registered.
(2) The main duties of the exit mixed lane guard comprise:
(1) collecting a toll (cash or electronic payment) to a non-ETC vehicle exiting a highway;
(2) carrying out overrun inspection on the trucks which are out of the highway according to relevant regulations, and handing the unqualified inspected trucks to law enforcement departments for processing;
(3) checking the green traffic trucks which exit the expressway according to relevant regulations, and releasing the vehicles meeting the green traffic standard free of charge;
(4) checking other vehicles such as containers and the like which are driven out of the highway according to relevant regulations, and releasing the vehicles which meet relevant standards in a reduced or free manner;
(5) checking vehicles at the exit, paying for reduction and exemption, and processing the conditions by law enforcement departments;
as shown in fig. 1, in an embodiment of the present invention, the present invention provides a method for measuring and calculating the number of persons on a lane at a highway toll station, comprising the following steps:
s1, respectively acquiring the number of mixed lane watching staffs per shift of an inlet and an outlet of a separate toll station with the inlet and the outlet, and the number of mixed lane watching staffs per shift of a parallel toll station with the inlet and the outlet in parallel;
the step S1 includes the steps of:
s11, respectively calculating to obtain the number of the entrance and exit separated toll station entrance mixed lane attendees per shift and the number of the exit mixed lane attendees per shift:
m rz ＝N r
m cz ＝N c
wherein m is rz And m cz Respectively representing the number of mixed lane attendees per shift at the entrance and the exit of the separated toll station, N r And N c Respectively representing the number of entrance mixed lanes and the number of exit mixed lanes of an entrance and exit separated toll station;
s12, calculating to obtain the number of the mixed lane watching staff per shift of the parallel toll station with parallel inlets and outlets based on the number of the mixed lane watching staff per shift of the entrance of the toll station and the number of the mixed lane watching staff per shift of the exit of the toll station:
m z ＝m rz +m cz
wherein m is z The number of the mixed lane attendees of each shift of the parallel toll station with the parallel entrance and the parallel exit is represented;
s2, respectively acquiring the number of ETC leading persons per shift at the entrance and the exit of the entrance and exit separated toll station, and the number of ETC leading persons per shift at the parallel toll station with the entrance and the exit in parallel;
the step S2 includes the steps of:
s21, respectively calculating the number of ETC guilders at the entrance of the entrance and the exit of the separated toll station every shift and the number of ETC guilders at the exit every shift:
Figure BDA0003693859840000071
Figure BDA0003693859840000072
wherein m is re And m ce Respectively showing the number of ETC guilders per shift at the entrance and the number of ETC guilders per shift at the exit of the toll station with separate entrance and exit, N re And N ce Respectively representing the number of entrance ETC lanes and the number of exit ETC lanes of the entrance and exit separated toll station;
s22, calculating the number of ETC guilders per shift of the parallel toll station with parallel entrances and exits based on the number of ETC lanes at the entrances and exits of the parallel toll station:
Figure BDA0003693859840000081
wherein m is e The number of ETC guilders per shift of a parallel toll station with parallel entrances and exits is shown;
rounding the ETC guide member number of each class of the parallel toll station with the inlet and the outlet which are obtained by calculation;
s3, respectively calculating the number of the entrance lane watchers and the exit lane watchers of the entrance and exit separated toll station and the number of the parallel toll station lane watchers parallel to the entrance and the exit according to the data obtained in the step S1 and the step S2;
the step S3 includes the steps of:
s31, calculating the number of entrance lane watchers of the entrance and exit separated toll station based on the number of entrance mixed lane watchers per shift of the entrance and exit separated toll station and the number of entrance ETC leaders per shift of the entrance:
M r ＝C 1 (m rz +m re )
C 1 ＝2,3,4
wherein M is r Number of persons on entrance lane at entrance and exit separated toll station, C 1 The entrance lane duty of the entrance and exit separated toll station is shown;
rounding the calculated number of the entrance lane watchers of the entrance and exit separated toll station;
s32, calculating the number of exit lane watchers of the entrance and exit separated toll station based on the number of exit mixed lane watchers per shift of the entrance and exit separated toll station and the number of exit ETC leaders per shift of the exit:
M C ＝C 2 (m cz +m ce )
C 2 ＝2,3,4
wherein M is C Number of persons on exit lane of entrance/exit separated toll station, C 2 The duty of the exit lane of the entrance and exit separated toll station is shown;
rounding the calculated number of the exit lane watchers of the entrance and exit separated toll station;
s33, calculating the number of the lane watchers of the parallel toll station with the parallel inlet and outlet based on the number of the mixed lane watchers of the parallel toll station with the parallel inlet and outlet and the number of ETC guides of each lane:
M＝C 3 (m z +m e )
C 3 ＝2,3,4
wherein M represents the number of persons on the lane of the parallel charging station with the inlet and the outlet in parallel, C 3 Indicating the shift of the lane of the parallel toll station with the inlet and the outlet in parallel.
Rounding the number of the watchers on the lanes of the parallel toll station with the parallel entrance and the parallel exit obtained by calculation; the lane duty shift of the highway toll station is 2 shifts, 3 shifts and 4 shifts, and when the duty mode of 'four shifts two operations' and 'four shifts three operations' is 4, the duty mode of 'two shifts one operation' is 2, and the duty mode of 'three shifts two operations' is 3.
The method for measuring and calculating the number of the attended people of the lane of the highway toll station, provided by the invention, considers the actual traffic volume of the toll station instead of the traditional method for calculating the traffic volume by predicting the 30 th design hour in the next 20 years, is more practical, has simple and convenient data acquisition, configures people according to the number of lanes of the toll station instead of the actual number of lanes, is more scientific and reasonable, improves the human resource benefit of the highway toll station, and the calculation result of the method for measuring and calculating the number of the attended people of the lane of the highway toll station can provide reference for the reconstruction and extension of the traffic saturated toll station, thereby improving the operation efficiency.

Claims (1)

1. A method for measuring and calculating the number of people on lanes at a highway toll station is characterized by comprising the following steps:
s1, respectively acquiring the number of mixed lane watching staffs per shift of an inlet and an outlet of a separate toll station with the inlet and the outlet, and the number of mixed lane watching staffs per shift of a parallel toll station with the inlet and the outlet in parallel;
s2, respectively acquiring the number of ETC leading persons per shift at the entrance and the exit of the entrance and exit separated toll station, and the number of ETC leading persons per shift at the parallel toll station with the entrance and the exit in parallel;
s3, respectively calculating the number of the entrance and exit lane watchers of the entrance and exit separated toll station and the number of the entrance and exit lane watchers of the parallel toll station according to the data obtained in the steps S1 and S2;
the step S1 includes the steps of:
s11, respectively calculating the number of the mixed lane attendees of the entrance and the exit of the separate toll station for each shift and the number of the mixed lane attendees of the exit for each shift:
m rz ＝N r
m cz ＝N c
wherein m is rz And m cz Respectively representing the number of mixed lane attendees per shift at the entrance and the exit of the separated toll station, N r And N c Respectively representing the number of entrance mixed lanes and the number of exit mixed lanes of an entrance and exit separated toll station;
s12, calculating to obtain the number of the mixed lane attendance personnel of each shift of the parallel toll station with parallel inlets and outlets based on the number of the mixed lane attendance personnel of each shift of the entrance of the toll station and the number of the mixed lane attendance personnel of each shift of the exit of the toll station:
m z ＝m rz +m cz
wherein m is z The number of the mixed lane attendees of each shift of the parallel toll station with the parallel entrance and the parallel exit is represented;
the step S2 includes the steps of:
s21, respectively calculating the number of ETC guilders at the entrance of the entrance and the exit of the separated toll station every shift and the number of ETC guilders at the exit every shift:
Figure FDA0004114504690000021
Figure FDA0004114504690000022
wherein m is re And m ce Respectively showing the number of ETC guilders per shift at the entrance and the number of ETC guilders per shift at the exit of the toll station with separate entrance and exit, N re And N ce Respectively representing the number of entrance ETC lanes and the number of exit ETC lanes of the entrance and exit separated toll station;
s22, calculating the number of ETC guilders per shift of the parallel toll station with parallel entrances and exits based on the number of ETC lanes at the entrances and exits of the parallel toll station:
Figure FDA0004114504690000023
wherein m is e The number of ETC leading persons of each class of the parallel toll station with the parallel entrance and the parallel exit is shown, and the calculated number of ETC leading persons of each class of the parallel toll station with the parallel entrance and the parallel exit is rounded up by rounding;
the step S3 includes the steps of:
s31, calculating the number of entrance lane watchers of the entrance and exit separated toll station based on the number of entrance mixed lane watchers of the entrance and exit separated toll station and the number of entrance ETC guiders of the entrance, wherein the entrance lane watchers of the entrance and exit separated toll station comprise:
M r ＝C 1 (m rz +m re )
C 1 ＝2,3,4
wherein, M r Number of entrance lane attendants indicating entrance and exit separated toll station, C 1 Representing the entrance lane duty of the entrance and exit separated toll station, and rounding the calculated number of the entrance lane duty of the entrance and exit separated toll station;
s32, calculating the number of exit lane watchers of the entrance and exit separated toll station based on the number of exit mixed lane watchers per shift of the entrance and exit separated toll station and the number of exit ETC leaders per shift of the exit:
M C ＝C 2 (m cz +m ce )
C 2 ＝2,3,4
wherein M is C Number of persons on exit lane of entrance and exit separated toll station, C 2 Representing the duty of the exit lane of the entrance and exit separated toll station, and rounding the calculated number of the exit lane watchers of the entrance and exit separated toll station;
s33, calculating the number of the lane watchers of the parallel toll station with the parallel inlet and outlet based on the number of the mixed lane watchers of the parallel toll station with the parallel inlet and outlet and the number of ETC guides of each lane:
M＝C 3 (m z +m e )
C 3 ＝2,3,4
wherein M represents the number of the concurrent toll station lane watchers with the inlet and the outlet in parallel, C 3 And the number of the operators in the lanes of the parallel toll station with the parallel entrance and the parallel exit is rounded up by rounding.
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