CN109003437A - A kind of construction area traffic impact overall target calculation method - Google Patents

A kind of construction area traffic impact overall target calculation method Download PDF

Info

Publication number
CN109003437A
CN109003437A CN201810735081.8A CN201810735081A CN109003437A CN 109003437 A CN109003437 A CN 109003437A CN 201810735081 A CN201810735081 A CN 201810735081A CN 109003437 A CN109003437 A CN 109003437A
Authority
CN
China
Prior art keywords
construction
road
vehicle flowrate
traffic
overall target
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.)
Pending
Application number
CN201810735081.8A
Other languages
Chinese (zh)
Inventor
杨承奂
张志鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Huadong Engineering Corp Ltd
Original Assignee
PowerChina Huadong Engineering Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by PowerChina Huadong Engineering Corp Ltd filed Critical PowerChina Huadong Engineering Corp Ltd
Priority to CN201810735081.8A priority Critical patent/CN109003437A/en
Publication of CN109003437A publication Critical patent/CN109003437A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • G08G1/065Traffic 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

Abstract

A kind of construction area traffic impact overall target calculation method, comprising: step 1, data acquisition;The benchmark vehicle flowrate of plan construction road is measured before construction, selectes the vehicle flowrate for counting early evening peak, counts the vehicles number that town road passes through by timing node of the second time;In the construction process, the vehicle flowrate of construction road under a condition of construction is monthly counted, the vehicle flowrate for counting early evening peak is selected, the second time was the first vehicles number that timing node counts that town road passes through;Step 2 calculates construction area traffic impact overall target;Construction is related to the current intensity of bicycle road of road to cover length to construct to enclose and count as weight, is compared with non-Construction State;Step 3, construction complete period Traffic Impact Analysis;By the construction area traffic impact overall target drafting pattern of each moon, overall variation trend is analyzed.Method calculated result of the invention is intuitive, it can be readily appreciated that convenient for citizen and related authorities' reference.

Description

A kind of construction area traffic impact overall target calculation method
Technical field
The present invention relates to a kind of construction area traffic impact overall target calculation methods, and it is more to be mainly used for multiple spot in town-wide The analysis of situation is influenced under the extensive condition of construction of line on local transit.
Background technique
With the continuous development of China's economic society, the infrastructure construction engineering land in large quantities of town-wides in recent years Continuous to go into operation, construction period needs enclose covering to the town road being related to, while construction point shows multi-point and wide-ranging feature, It needs the influence being subject to construction period urban traffic to be compared accurate description, is referred to for citizen and authorities, and be Construction unit adjusts traffic data process measure and provides foundation.Common road passage capability index is generally focused on entirely both at home and abroad now Office reflects a certain administrative area entirety traffic behavior in certain time, cannot directly embody influence of a certain engineering construction to traffic. For this purpose, the present invention devises a kind of construction area traffic impact overall target, be absorbed in a certain engineering construction related roads of expression because Construction behavior is on influence caused by road passage capability.
Summary of the invention
The object of the present invention is to provide.Therefore, the present invention uses following technical scheme.
A kind of construction area traffic impact overall target calculation method, comprising:
Step 1, data acquisition;The benchmark vehicle flowrate of plan construction road is measured before construction, to construct preceding the On the basis of one time was not influenced the vehicle flowrate under state by engineering construction, the vehicle flowrate for counting early evening peak is selected, when with second Between for timing node count the vehicles number that passes through of town road, continuous statistics 30 days takes the vehicles number and counts Average value;In the construction process, the vehicle flowrate of construction road under a condition of construction is monthly counted, selectes and counts early evening peak Vehicle flowrate, the second time was the first vehicles number that timing node counts that town road passes through, to the first motor vehicle number Measure arithmetic average;
Step 2 calculates construction area traffic impact overall target;The current intensity of the bicycle road that construction is related to road is to construct Enclosing and covering length is that weight is counted, and compares with non-Construction State, calculates this month construction area traffic impact overall target T;
Indicate that engineering construction does not influence traffic substantially as T=1.0, before city entirety road intensity and construction There is no significant change;
As 1.0 < T≤1.2, indicate that engineering construction has minimal effect to traffic;
As 1.2 < T≤1.5, indicate that engineering construction has moderate influence to traffic;
As 1.5 < T≤2.0, indicate that engineering construction has more serious influence to traffic;
As 2.0 < T, indicate that engineering construction has very serious implications to traffic;
Step 3, construction complete period Traffic Impact Analysis;By the construction area traffic impact overall target drafting pattern of each moon, Analyze overall variation trend;Under normal circumstances, in engineering incipient stage T higher, with the progress of engineering, every traffic data process is arranged Apply and gradually play effect, the regulatory function of road network gradually shows, T integrally answer it is on a declining curve, until engineering finish up the phase, T tend to In 1.0, local transit overall condition is restored to state before engineering construction;If there is abnormal rising in construction period T, It should be checked immediately, finding out influences maximum road to T, reinforces traffic data process measure, or adjustment engineering construction progress, avoids Excessive influence is caused to the city road network traffic capacity.
Preferably, the step 2 further comprises the current intensity of each road reference for calculating engineering construction and being related to
Pci=Qci/Nci
In formula:
Pci--- the road intensity of road i under non-condition of construction;
Qci--- the vehicle flowrate of road i under non-condition of construction, vehicle flowrate on the basis of first time, are selected before constructing The vehicle flowrate for counting early evening peak counts the vehicles number that road i passes through by timing node of the second time, continuously counts 30 It, takes arithmetic average;
Nci--- the number of track-lines of road i;
Calculate the passage intensity in the case of each road construction that engineering construction is related to
Psi=Qsi/(Nci-Nsi)
In formula:
Psi--- the road intensity of road i under condition of construction;
Qsi--- the vehicle flowrate of road i under condition of construction selectes the vehicle flowrate of statistics morning construction time evening peak, when with second Between for timing node count the vehicles number that passes through of road i, the construction time monthly counts once, takes arithmetic average;
Nsi--- road i construction period encloses the number of track-lines covered;
Calculate construction area traffic impact overall target
In formula:
T --- traffic impact overall target in construction area under condition of construction monthly calculates primary;
Li--- in the lane length of construction on road i, in terms of km, including transition region, buffer area, termination section length;
The number of n --- construction road.
Preferably, the first time is greater than or equal to 1 month.
Preferably, second time is 10 minutes.
The beneficial effects of the present invention are: 1), method it is simple, calculating speed is fast;2), calculated result dimensionless, not vulnerable to dry It disturbs;3), calculated result is intuitive, it can be readily appreciated that convenient for citizen and related authorities' reference.
Specific embodiment
Below in conjunction with the embodiment of the present invention, technical scheme in the embodiment of the invention is clearly and completely described, Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based in the present invention Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts, all Belong to the scope of protection of the invention.
A kind of construction area traffic impact overall target calculation method, comprising the following steps:
Step 1, data acquisition.The benchmark vehicle flowrate of plan construction road is measured before construction, with preceding January of constructing Or on the basis of the longer time is not influenced the vehicle flowrate under state by engineering construction before, select the vehicle flowrate for counting early evening peak (morning peak: 7:00-9:00, evening peak: 17:30-19:30) counted town road with 10 minutes for a timing node and passes through Vehicles number, continuous statistics 30 days takes arithmetic average.
In the construction process, per the end of month, which counts, encloses the number of track-lines and vehicle flowrate for covering and enclosing and covering on road under a condition of construction, The selected vehicle flowrate (morning peak: 7:00-9:00, evening peak: 17:30-19:30) for counting early evening peak, with 10 minutes for one The vehicles number that timing node statistics town road passes through, takes arithmetic average.
Step 2 calculates construction area traffic impact overall target.The current intensity of the bicycle road that construction is related to road is to construct Enclosing and covering length is that weight is counted, and compares with non-Construction State, calculates this month construction area traffic impact overall target T.
Calculate the current intensity of each road reference that engineering construction is related to
Pci=Qci/Nci
In formula:
Pci--- the road intensity of road i under non-condition of construction;
Qci--- the vehicle flowrate of road i under non-condition of construction, vehicle flowrate are pressed on the basis of constructing first 1 month or so Least favorable situation considers, select count early evening peak vehicle flowrate (morning peak: 7:00-9:00, evening peak: 17:30-19: 30), to count within 10 minutes the vehicles number that town road passes through for timing node, continuous statistics 30 days, take count it is flat Mean value;
Nci--- the number of track-lines of road i;
Calculate the passage intensity in the case of each road construction that engineering construction is related to
Psi=Qsi/(Nci-Nsi)
In formula:
Psi--- the road intensity of road i under condition of construction;
Qsi--- the vehicle flowrate of road i under condition of construction, select statistics morning construction time evening peak vehicle flowrate (morning peak: 7:00-9:00, evening peak: 17:30-19:30), with 10 minutes for timing node count town road pass through it is motor-driven Vehicle quantity, the construction time, per the end of month statistics was primary, took arithmetic average;
Nsi--- road i construction period encloses the number of track-lines covered;
Calculate construction area traffic impact overall target
In formula:
T --- traffic impact overall target in construction area under condition of construction monthly calculates primary;
Li--- in the lane length of construction on road i, in terms of km, including transition region, buffer area, termination section length;
The number of n --- construction road.
Indicate that engineering construction does not influence traffic substantially as T=1.0, before city entirety road intensity and construction There is no significant change;
As 1.0 < T≤1.2, indicate that engineering construction has minimal effect to traffic;
As 1.2 < T≤1.5, indicate that engineering construction has moderate influence to traffic;
As 1.5 < T≤2.0, indicate that engineering construction has more serious influence to traffic;
As 2.0 < T, indicate that engineering construction has very serious implications to traffic;
Step 3, construction complete period Traffic Impact Analysis.By the construction area traffic impact overall target drafting pattern of each moon, Analyze overall variation trend;Under normal circumstances, in engineering incipient stage T higher, with the progress of engineering, every traffic data process is arranged Apply and gradually play effect, the regulatory function of road network gradually shows, T integrally answer it is on a declining curve, until engineering finish up the phase, T tend to In 1.0, local transit overall condition is restored to state before engineering construction.If there is abnormal rising in construction period T, It should be checked immediately, finding out influences maximum road to T, reinforces traffic data process measure, or adjustment engineering construction progress, avoids Excessive influence is caused to the city road network traffic capacity.
The above-described embodiments merely illustrate the principles and effects of the present invention, and is not intended to limit the present invention.It is any ripe The personage for knowing this technology all without departing from the spirit and scope of the present invention, carries out modifications and changes to above-described embodiment.Cause This, institute is complete without departing from the spirit and technical ideas disclosed in the present invention by those of ordinary skill in the art such as At all equivalent modifications or change, should be covered by the claims of the present invention.

Claims (4)

1. a kind of construction area traffic impact overall target calculation method characterized by comprising
Step 1, data acquisition;The benchmark vehicle flowrate of plan construction road is measured before construction, when with construction preceding first Between vehicle flowrate under state is not influenced by engineering construction on the basis of, select the vehicle flowrate for counting early evening peak, be with the second time The vehicles number that timing node statistics town road passes through, continuous statistics 30 days take arithmetic mean to the vehicles number Value;In the construction process, the vehicle flowrate of construction road under a condition of construction is monthly counted, the wagon flow for counting early evening peak is selected Amount, the second time are the first vehicles number that timing node counts that town road passes through, and are taken to first vehicles number Arithmetic average;
Step 2 calculates construction area traffic impact overall target;The current intensity of bicycle road that construction is related to road is covered with constructing to enclose Length is that weight is counted, and compares with non-Construction State, calculates this month construction area traffic impact overall target T;
It indicates that engineering construction does not influence traffic substantially as T=1.0, does not have before city entirety road intensity and construction Significant change;
As 1.0 < T≤1.2, indicate that engineering construction has minimal effect to traffic;
As 1.2 < T≤1.5, indicate that engineering construction has moderate influence to traffic;
As 1.5 < T≤2.0, indicate that engineering construction has more serious influence to traffic;
As 2.0 < T, indicate that engineering construction has very serious implications to traffic;
Step 3, construction complete period Traffic Impact Analysis;By the construction area traffic impact overall target drafting pattern of each moon, analysis Overall variation trend;Under normal circumstances, in engineering incipient stage T higher, with the progress of engineering, every traffic data process measure by Effect is gradually played, the regulatory function of road network gradually shows, and T integrally answers on a declining curve, until engineering finishes up the phase, T is intended to 1.0, local transit overall condition is restored to state before engineering construction;If abnormal rising occurs in construction period T, answer It is checked immediately, finding out influences maximum road to T, reinforces traffic data process measure, or adjustment engineering construction progress, avoids pair The city road network traffic capacity causes excessive influence.
2. a kind of construction area traffic impact overall target calculation method according to claim 1, which is characterized in that its feature It is, the step 2 further comprises the current intensity of each road reference for calculating engineering construction and being related to
Pci=Qci/Nci
In formula:
Pci--- the road intensity of road i under non-condition of construction;
Qci--- the vehicle flowrate of road i under non-condition of construction, vehicle flowrate on the basis of first time, select statistics before constructing The vehicle flowrate of early evening peak counts the vehicles number that road i passes through by timing node of the second time, continuous to count 30 days, Take arithmetic average;
Nci--- the number of track-lines of road i;
Calculate the passage intensity in the case of each road construction that engineering construction is related to
Psi=Qsi/(Nci-Nsi)
In formula:
Psi--- the road intensity of road i under condition of construction;
Qsi--- the vehicle flowrate of road i under condition of construction selectes the vehicle flowrate of statistics morning construction time evening peak, is with the second time The vehicles number that timing node statistics road i passes through, construction time monthly count once, take arithmetic average;
Nsi--- road i construction period encloses the number of track-lines covered;
Calculate construction area traffic impact overall target
In formula:
T --- traffic impact overall target in construction area under condition of construction monthly calculates primary;
Li--- in the lane length of construction on road i, in terms of km, including transition region, buffer area, termination section length;
The number of n --- construction road.
3. a kind of according to claim 1, construction area traffic impact overall target calculation method described in 2, which is characterized in that described It is greater than or equal to 1 month at the first time.
4. a kind of according to claim 1, construction area traffic impact overall target calculation method described in 2, which is characterized in that described Second time was 10 minutes.
CN201810735081.8A 2018-07-06 2018-07-06 A kind of construction area traffic impact overall target calculation method Pending CN109003437A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810735081.8A CN109003437A (en) 2018-07-06 2018-07-06 A kind of construction area traffic impact overall target calculation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810735081.8A CN109003437A (en) 2018-07-06 2018-07-06 A kind of construction area traffic impact overall target calculation method

Publications (1)

Publication Number Publication Date
CN109003437A true CN109003437A (en) 2018-12-14

Family

ID=64599208

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810735081.8A Pending CN109003437A (en) 2018-07-06 2018-07-06 A kind of construction area traffic impact overall target calculation method

Country Status (1)

Country Link
CN (1) CN109003437A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111862588A (en) * 2019-12-18 2020-10-30 北京嘀嘀无限科技发展有限公司 Method and device for controlling information release, electronic equipment and storage medium
CN113706857A (en) * 2020-05-22 2021-11-26 百度在线网络技术(北京)有限公司 Method, device and equipment for determining road trafficability and storage medium
CN116882709A (en) * 2023-09-05 2023-10-13 深圳市睿拓新科技有限公司 Road construction intelligent supervision method based on big data analysis and storage medium

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001152413A (en) * 1999-09-16 2001-06-05 Nkk Corp Method for judging suitability of construction of weatherproofing steel bridge
CN103700273A (en) * 2014-01-06 2014-04-02 东南大学 Signal timing optimization method based on variable guide lane
CN104794919A (en) * 2015-04-28 2015-07-22 辽宁省交通规划设计院 Real-time optimal configuration method for lane resources of multi-lane expressway
CN108171998A (en) * 2018-02-11 2018-06-15 深圳市智能交通技术有限公司 A kind of crossing self-adapting traffic signal control system and its method of work based on the alert data of electricity

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001152413A (en) * 1999-09-16 2001-06-05 Nkk Corp Method for judging suitability of construction of weatherproofing steel bridge
CN103700273A (en) * 2014-01-06 2014-04-02 东南大学 Signal timing optimization method based on variable guide lane
CN104794919A (en) * 2015-04-28 2015-07-22 辽宁省交通规划设计院 Real-time optimal configuration method for lane resources of multi-lane expressway
CN108171998A (en) * 2018-02-11 2018-06-15 深圳市智能交通技术有限公司 A kind of crossing self-adapting traffic signal control system and its method of work based on the alert data of electricity

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
李喜华: "城市占道施工对路段交通影响的研究", 《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111862588A (en) * 2019-12-18 2020-10-30 北京嘀嘀无限科技发展有限公司 Method and device for controlling information release, electronic equipment and storage medium
CN111862588B (en) * 2019-12-18 2022-04-22 北京嘀嘀无限科技发展有限公司 Method and device for controlling information release, electronic equipment and storage medium
CN113706857A (en) * 2020-05-22 2021-11-26 百度在线网络技术(北京)有限公司 Method, device and equipment for determining road trafficability and storage medium
CN116882709A (en) * 2023-09-05 2023-10-13 深圳市睿拓新科技有限公司 Road construction intelligent supervision method based on big data analysis and storage medium
CN116882709B (en) * 2023-09-05 2023-12-01 深圳市睿拓新科技有限公司 Road construction intelligent supervision method based on big data analysis and storage medium

Similar Documents

Publication Publication Date Title
CN109003437A (en) A kind of construction area traffic impact overall target calculation method
CN105869405B (en) Urban road traffic congestion index calculation method based on bayonet socket data
CN111341095B (en) Traffic signal control system and method based on edge side online calculation
CN103021193B (en) Green wave coordination control method for artery facing to running speed section
CN103258436B (en) Method for determining length of variable guide lane for signal control intersection approach
CN106651458A (en) Advertisement anti-cheating method and device
CN110223502B (en) Intersection entrance road data channeling method and device
CN102542801A (en) Traffic condition prediction system fused with various traffic data and method
CN110910638B (en) Supersaturated intersection inlet traffic capacity design method based on traffic demand
CN102157064A (en) Method for designing signal intersection of bus lanes
CN105160867B (en) Traffic message Forecasting Methodology
CN109508865A (en) The dispositions method of bicycle is shared in subway station radiation scope based on space-time use pattern
CN110796876A (en) Road section vehicle total number estimation method based on Kalman filtering
CN104574968A (en) Determining method for threshold traffic state parameter
CN101551940A (en) Urban high-speed road traffic state judging and issuing system and method thereof
CN106683405B (en) Road traffic state evaluation method based on road traffic density
CN104182633B (en) Hierarchical traffic operation evaluation method
CN106846808B (en) A kind of vehicle parking based on license plate data time number calculating method
CN111815953A (en) Traffic incident-oriented method for evaluating traffic control effect of highway
CN103310120A (en) Transport service level based method for determining section congestion charge rates
CN106991804A (en) A kind of city bus operating mode construction method coupled based on multi-line
CN111127679A (en) Urban traffic jam solving method based on bidding
CN110070720A (en) Improve the calculation method of intersection road occupying construction section capacity model-fitting degree
CN108389405A (en) Road traffic capacity control method
CN114170794B (en) Urban expressway intersection area dynamic influence range calculation method based on VISSIM simulation

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20181214

WD01 Invention patent application deemed withdrawn after publication