CN113191601A - Method for evaluating layout scheme of road traffic technology monitoring equipment - Google Patents

Method for evaluating layout scheme of road traffic technology monitoring equipment Download PDF

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CN113191601A
CN113191601A CN202110393435.7A CN202110393435A CN113191601A CN 113191601 A CN113191601 A CN 113191601A CN 202110393435 A CN202110393435 A CN 202110393435A CN 113191601 A CN113191601 A CN 113191601A
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陆建
沈凌
冯怡
胡晓健
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Abstract

The invention discloses a method for evaluating a layout scheme of road traffic technology monitoring equipment, which specifically comprises the steps of establishing an evaluation index system comprising three criteria; selecting an evaluation index to construct an index matrix according to an evaluation index system and facing to problem nodes related to a scheme to be evaluated; according to the constructed index matrix, defining the entropy value of each index by using an entropy weight method, and defining the entropy weight by entropy; and evaluating the indexes by applying a TOPSIS method based on entropy weight improvement according to the obtained entropy weight. The evaluation method provided by the invention improves the reasonability and scientificity of the layout of the monitoring equipment.

Description

Method for evaluating layout scheme of road traffic technology monitoring equipment
Technical Field
The invention relates to a method for evaluating a layout scheme of road traffic technology monitoring equipment, and belongs to the technical field of road traffic control and management.
Background
Because the urban scale is continuously increased, the urban conditions are gradually complicated, and the safety problem of the city becomes the most important problem of urban management, so that the construction pace of urban infrastructure is accelerated in many domestic cities, road traffic technology monitoring equipment is updated along with the progress of science and technology, and high-definition bayonet systems are built in many cities, so that the high-definition bayonets become mainstream. The effect of the layout scheme of the road traffic technology monitoring equipment is reflected in many aspects, including the coverage condition of road mileage and the monitoring condition of traffic volume, the coverage condition of key nodes and signal control intersections, and the like. This makes evaluation of the layout of the road monitoring equipment more complicated. Therefore, how to select multiple indexes to describe the effect of the scheme from different angles and quantitatively evaluate the effects of all aspects is an important premise for ensuring the successful development of the road traffic technology monitoring equipment.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the method for evaluating the layout scheme of the road traffic technology monitoring equipment is provided, and the rationality and the scientificity of the layout of the monitoring equipment are improved.
The invention adopts the following technical scheme for solving the technical problems:
a method for evaluating a layout scheme of road traffic technology monitoring equipment comprises the following steps:
step 1, establishing an evaluation index system comprising three criteria of mileage, traffic volume coverage rate, key node coverage rate and matching efficiency;
step 2, for a scheme to be evaluated in a certain area, selecting evaluation indexes from an evaluation index system according to the type of evaluation index data provided by the area to construct an index matrix, and converting the index matrix into a standardized matrix;
step 3, for the standardized matrix, defining the entropy value of each evaluation index by using an entropy weight method, and defining the entropy weight value of each evaluation index by the entropy value;
and 4, evaluating the scheme to be evaluated by adopting an improved TOPSIS method based on entropy weight according to the entropy weight obtained in the step 3 so as to obtain a comprehensive evaluation relative value of the scheme to be evaluated, and sequencing the comprehensive evaluation relative values of all the schemes to be evaluated from large to small so as to obtain a quality evaluation order of all the schemes to be evaluated.
As a preferred embodiment of the present invention, the evaluation index system described in step 1 is specifically as follows:
the mileage and traffic volume coverage criteria comprises high definition road network mileage coverage ChdComprehensive roadNetwork mileage coverage rate CMAnd traffic volume coverage rate CqThe key node coverage rate criterion comprises important site entrance and exit coverage rate CkpAccident multiple site coverage rate CapCongested road segment coverage rate CcpKey bridge coverage rate CbAnd key tunnel coverage rate CtThe matching efficiency criterion comprises the matching rate C of the signalized intersectionsigMatching rate with traffic flow detection Ctf(ii) a Wherein, the high definition road network mileage coverage rate ChdRoad section length M monitored by high-definition camerahdThe ratio of the total mileage of the road network to the mileage of the road network, and the mileage coverage rate C of the comprehensive road networkMThe length M of the road section which can be monitored by all road traffic technology monitoring equipment in the layout schememRatio to total mileage M of road network, traffic volume coverage rate CqTraffic Q monitored by all road traffic technology monitoring equipment in the layout schememRatio of total traffic Q to road network, entrance and exit coverage rate C of important placekpThe number N of the entrances and exits of the important places, which can be detected by all the road traffic technology monitoring equipment in the layout schememkpAnd the total number N of entrances and exits of important placeskpRatio of (1), accident-prone site coverage rate CapThe number N of accident multi-issue points which can be detected by all the road traffic technology monitoring equipment in the layout schememapAnd total number of accident multiple points NapRatio of (a), congested road section coverage rate CcpThe number N of the congested road sections which can be detected by all the road traffic technology monitoring equipment in the layout schememcpAnd the total number N of congested road sectionscpRatio of (1), key bridge coverage rate CbThe number N of key bridges which can be detected by all road traffic technology monitoring equipment in the layout schemembAnd the total number N of key bridgesbRatio of (1), key tunnel coverage rate CtThe number N of key tunnels which can be detected by all road traffic technology monitoring equipment in the layout schememtAnd the total number N of key tunnelstThe matching rate C of the intersection is controlled by the signalsigControlling the number N of intersections for the signals which can be monitored by all the road traffic technology monitoring equipment in the layout schememsigTotal number N of intersection with signal controlmRatio of (a), traffic flow detection matching rate CtfThe number N of the road sections which can be monitored by all the road traffic technology monitoring equipment in the layout schememtfAnd the total number N of the traffic flow detection road sectionstfThe ratio of (A) to (B);
wherein, the high definition road network mileage coverage rate ChdThe evaluation scale of (a) was as follows: when C is presenthdNot less than 95 percent, and the evaluation grade is very good, when 95 percent>ChdNot less than 80 percent, and the evaluation grade is better, when 80 percent>ChdNot less than 60 percent, the evaluation grade is general, when C ishd<60%, the evaluation grade is poor; high definition road network mileage coverage rate ChdAnd comprehensive road network mileage coverage rate CMTraffic volume coverage rate CqCoverage rate C of entrance/exit of important placekpAccident multiple site coverage rate CapCongested road segment coverage rate CcpKey bridge coverage rate CbAnd key tunnel coverage rate CtThe evaluation grades are the same;
signal control intersection matching rate CsigThe evaluation scale of (a) was as follows: when C is presentsigNot less than 90 percent, good evaluation grade, when the ratio is more than 90 percent CsigMore than or equal to 70 percent, the evaluation grade is better, and when the ratio is more than 70 percent, CsigNot less than 50 percent, the evaluation grade is general, when C issigLess than 50%, the evaluation grade is poor; signal control intersection matching rate CsigMatching rate with traffic flow detection CtfThe evaluation grades of (a) were the same.
As a preferred embodiment of the present invention, the step 2 specifically includes the following steps:
for m schemes to be evaluated in a certain area, n evaluation indexes are selected from an evaluation index system according to the evaluation index data type provided by the area to construct an index matrix X, wherein X is (X is)ij)m×nWherein x isijJ-th evaluation index value representing the ith scheme to be evaluated, i is 1, …, m, j is 1, …, n, and j is an index value X in the j-th column of the index matrix XijForward orientation: (x)ij)+=max(xij)-xijConverting the index matrix X into a standardized matrix Z, wherein Z is (Z)ij)m×n
Figure RE-GDA0003129184270000031
As a preferred embodiment of the present invention, the step 3 specifically includes the following steps:
according to the standardized matrix Z, calculating the proportion p of the ith scheme to be evaluated in the jth evaluation indexij
Figure RE-GDA0003129184270000032
zijThe element of the standardized matrix Z, m is the number of the schemes to be evaluated, the entropy value H of the jth evaluation indexjComprises the following steps:
Figure RE-GDA0003129184270000033
k is 1/ln m, entropy weight w of j-th evaluation indexjComprises the following steps:
Figure RE-GDA0003129184270000034
n is the number of evaluation indexes.
As a preferred embodiment of the present invention, the step 4 specifically includes the following steps:
calculating a weighted normalization matrix R according to the entropy weight, wherein R is (R)ij)m×n,rij=wj·zijM is the number of the schemes to be evaluated, n is the number of the evaluation indexes, wjIs the entropy weight, z, of the jth evaluation indexijAs elements of the normalized matrix Z;
finding the maximum value and the minimum value of the jth evaluation index in the weighted normalization matrix to form a virtual positive ideal solution
Figure RE-GDA0003129184270000035
Sum negative ideal solution
Figure RE-GDA0003129184270000036
Figure RE-GDA0003129184270000037
Figure RE-GDA0003129184270000038
Calculating the Euclidean distance between the ith scheme to be evaluated and the positive and negative ideal solutions:
Figure RE-GDA0003129184270000039
Figure RE-GDA00031291842700000310
thereby obtaining a comprehensive evaluation relative value C of the ith scheme to be evaluatedi
Figure RE-GDA0003129184270000041
And sequencing the comprehensive evaluation relative values of all the schemes to be evaluated from large to small to obtain the quality evaluation order of all the schemes to be evaluated.
Compared with the prior art, the invention adopting the technical scheme has the following technical effects:
the method comprises the steps of establishing an evaluation index system comprising three criteria; selecting an evaluation index to construct an index matrix for problem nodes related to a scheme to be evaluated; according to the constructed index matrix, defining the entropy value of each index by using an entropy weight method, and defining the entropy weight by entropy; according to the obtained entropy weight, the indexes are evaluated by a TOPSIS method based on entropy weight improvement, and the rationality and the scientificity of the layout of the monitoring equipment are improved.
Drawings
Fig. 1 is a flowchart of a method for evaluating a layout scheme of a road traffic technology monitoring device according to the present invention.
FIG. 2 is a summary diagram of the current situation of the monitoring device layout and the alternative points in the embodiment of the present invention.
Fig. 3 is a diagram of an optimized layout of monitoring devices in the embodiment of the present invention.
FIG. 4 is a partial diagram of a conventional monitoring arrangement in an embodiment of the present invention.
FIG. 5 is a diagram of a portion of an optimized monitor layout in an embodiment of the present invention.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
As shown in fig. 1, a flow chart of a method for evaluating a layout scheme of a road traffic technology monitoring device provided by the invention specifically includes the following steps:
an evaluation index system comprising three criteria of mileage and traffic volume coverage, critical node coverage and matching efficiency is formulated, and the following table 1:
TABLE 1 evaluation index and calculation method
Figure RE-GDA0003129184270000042
Figure RE-GDA0003129184270000051
Wherein, the high definition road network mileage coverage rate ChdRoad section length M monitored by high definition camerahdThe ratio of the total mileage of the road network to the mileage of the road network, and the mileage coverage rate C of the comprehensive road networkMMeans the length M of the road section which can be monitored by all road traffic technology monitoring equipment in the schememRatio to total mileage M of road network, traffic volume coverage rate CqTraffic Q monitored by monitoring equipment arranged in finger schememThe ratio of the total traffic Q of the road network counted by all the detectors and the entrance and exit coverage rate C of the important placeskpCoverage rate of accident-prone spots CapCoverage rate of congested road section CcpEmphasis on bridge coverage CbEmphasis on tunnel coverage CtIn which N ismkp、Nmap、Nmcp、Nmb、NmtThe number of the entrances and exits of the important places, the number of accident multi-points, the number of congested road sections, the number of key bridges and the number of key tunnels which can be detected by the arranged road traffic technology monitoring equipment respectively, Nkp、Nap、Ncp、Nb、NtRespectively the total number of entrances and exits of important places in the research range and the total number of accident multi-occurrence pointsThe number, the total number of congested road sections, the total number of key bridges and the total number of key tunnels and the matching rate C of the signal control intersectionsigThe number N of signal control intersections monitored by road traffic technology monitoring equipment arranged in the scheme ismsigAnd the total number N of signal control intersections in the research rangemRatio, traffic flow detection match rate CtfRefers to the number N of road sections monitored by the road traffic technology monitoring equipment in the schememtfAnd the total number N of traffic flow detection sectionstfThe ratio of.
And selecting the n evaluation indexes to construct an index matrix X (X) facing to m schemes to be evaluatedij)m×nWherein x isijThe jth index value representing the ith scenario, and the minimalist index is normalized before performing the calculation and comparison: (x)ij)+=max(x)-xijNormalizing the matrix X to a normalized matrix Z having the element values of
Figure RE-GDA0003129184270000061
Wherein z isijThe j index value representing the i scheme.
According to the constructed index matrix, the entropy value of each index is defined by using an entropy weight method, and the entropy weight is defined by entropy. p is a radical ofijExpressing the proportion of the ith scheme in the jth index:
Figure RE-GDA0003129184270000062
Hjentropy for the jth indicator:
Figure RE-GDA0003129184270000063
wherein k is 1/ln m. w is ajThe weight for the jth index is:
Figure RE-GDA0003129184270000064
according to the obtained entropy weight, the indexes are evaluated by applying a TOPSIS (technique for Order Preference by Similarity to an Ideal solution) method based on entropy weight improvement. First, a weighting normalization matrix is calculated, where R (R) is the weighting matrixij)m×nThe element value isProduct of normalized element value and corresponding weight: r isij=wj·zij(ii) a Secondly, the maximum value and the minimum value of the jth index are searched in the weighting matrix to form a virtual positive ideal solution
Figure RE-GDA0003129184270000065
Sum negative ideal solution
Figure RE-GDA0003129184270000066
Figure RE-GDA0003129184270000067
Figure RE-GDA0003129184270000068
Thirdly, obtaining the Euclidean distance between the ith scheme and the positive and negative ideal solutions:
Figure RE-GDA0003129184270000069
the comprehensive evaluation relative value of the finally obtained scheme i is as follows:
Figure RE-GDA00031291842700000610
Cithe value is relative value, C of each scheme isiAnd sorting the values to obtain the quality evaluation order of the scheme.
The present invention will be described in further detail with reference to the accompanying drawings and examples.
The current situation and alternative points of the arrangement of road traffic technology monitoring equipment in the area wujiang, suzhou city are shown in fig. 2, 116 places in the research area are used as alternative points of the checkpoint, and various places in the point arrangement requirement are covered: the method comprises the following steps that firstly, motor vehicle entrances and exits in key public areas comprise 11 rail transit stations, 4 long-distance bus station entrances and exits, 1 used vehicle market, 9 gas stations, 7 parks, 1 square, 8 scenic spot entrances and exits, 4 stadium entrances and exits and 1 cultural stadium; the important units comprise 10 motor vehicle entrances and exits, 2 propaganda units, 1 communication post unit, 10 school entrances and exits, 8 hospital entrances and exits, 9 scientific research places and financial units and 1 large grain material storage unit;boundaries of important administrative regions, including 9 boundaries of important provinces; and fourthly, 20 important bridges. 349 actual bayonet camera point locations exist, and the point locations are monitored. In addition, the traffic accident multi-occurrence point is at 55 positions in total among the bayonet alternative points. According to the evaluation index data type provided by the embodiment, key node evaluation criteria including three related evaluation indexes, namely, key bridge coverage, accident-prone point coverage and important site entrance and exit coverage, can be selected. In this embodiment, there are 8 schemes to be evaluated, and therefore, for the 8 schemes to be evaluated, the 3 evaluation indexes are selected to construct an index matrix X (X ═ X)ij)8×3The specific parameters are shown in the following table 2.
TABLE 2 evaluation results of the protocols under different parameters
Figure RE-GDA0003129184270000071
According to the constructed index matrix, the entropy weight of each evaluation index is determined by using an entropy weight method, and the order of merits of each scheme is calculated by using a TOPSIS method, and the result is shown in the following table 3.
TABLE 3 results of the comprehensive evaluation protocol
Calculated value of comprehensive evaluation Sorting
0.515813 6
0.411627 7
0.556591 4
0.550846 5
0.601007 3
0.284915 8
0.623618 2
0.753537 1
As can be seen from the evaluation results, the evaluation score of the eighth group was the highest. The scheme reserves all the existing point locations, and adds 122 newly-added equipment layout point locations, wherein the 122 newly-added equipment layout point locations comprise 13 monitoring points for the counterweight bridge, 58 monitoring point locations for the entrance and exit of the counterweight bridge and 51 general monitoring point locations. In addition, 53 completion point locations monitoring on places with multiple traffic accidents are performed, and the excellent performance of the optimal scheme in consideration of the existing point locations, traffic accident multiple-occurrence points and other important point locations (including entrances and exits of important public areas, urban road intersections, boundaries of important administrative areas and the like) can be found by comparing the current diagram with fig. 2, the optimization diagram with fig. 3, the local current diagram with fig. 4 and the local optimization diagram with fig. 5. By combining the table 2, the selection scheme has obvious advantages in the aspects of key bridge coverage, important site entrance and exit coverage and key node coverage, and the evaluation method has reasonable performance and feasibility.
The above embodiments are only for illustrating the technical idea of the present invention, and the protection scope of the present invention is not limited thereby, and any modifications made on the basis of the technical scheme according to the technical idea of the present invention fall within the protection scope of the present invention.

Claims (5)

1. A method for evaluating a layout scheme of road traffic technology monitoring equipment is characterized by comprising the following steps:
step 1, establishing an evaluation index system comprising three criteria of mileage, traffic volume coverage rate, key node coverage rate and matching efficiency;
step 2, for a scheme to be evaluated in a certain area, selecting evaluation indexes from an evaluation index system according to the type of evaluation index data provided by the area to construct an index matrix, and converting the index matrix into a standardized matrix;
step 3, for the standardized matrix, defining the entropy value of each evaluation index by using an entropy weight method, and defining the entropy weight value of each evaluation index by the entropy value;
and 4, evaluating the scheme to be evaluated by adopting an improved TOPSIS method based on entropy weight according to the entropy weight obtained in the step 3 so as to obtain a comprehensive evaluation relative value of the scheme to be evaluated, and sequencing the comprehensive evaluation relative values of all the schemes to be evaluated from large to small so as to obtain a quality evaluation order of all the schemes to be evaluated.
2. The method for evaluating the layout scheme of the road traffic technology monitoring equipment according to claim 1, wherein the evaluation index system in the step 1 is specifically as follows:
the mileage and traffic volume coverage criteria comprises high definition road network mileage coverage ChdAnd comprehensive road network mileage coverage rate CMAnd traffic volume coverage rate CqThe key node coverage rate criterion comprises important site entrance and exit coverage rate CkpAccident multiple site coverage rate CapCongested road segment coverage rate CcpKey bridge coverage rate CbAnd key tunnel coverage rate CtThe matching efficiency criterion comprises the matching rate C of the signalized intersectionsigMatching rate with traffic flow detection Ctf(ii) a Wherein, the high definition road network mileage coverage rate ChdRoad section length M monitored by high-definition camerahdThe ratio of the total mileage of the road network to the mileage of the road network, and the mileage coverage rate C of the comprehensive road networkMFor all road traffic technical monitoring in the layout schemeSection length M capable of being monitoredmRatio to total mileage M of road network, traffic volume coverage rate CqTraffic Q monitored by all road traffic technology monitoring equipment in the layout schememRatio of total traffic Q to road network, entrance and exit coverage rate C of important placekpThe number N of the entrances and exits of the important places, which can be detected by all the road traffic technology monitoring equipment in the layout schememkpAnd the total number N of entrances and exits of important placeskpRatio of (1), accident-prone site coverage rate CapThe number N of accident multi-issue points which can be detected by all the road traffic technology monitoring equipment in the layout schememapAnd total number of accident multiple points NapRatio of (a), congested road section coverage rate CcpThe number N of the congested road sections which can be detected by all the road traffic technology monitoring equipment in the layout schememcpAnd the total number N of congested road sectionscpRatio of (1), key bridge coverage rate CbThe number N of key bridges which can be detected by all road traffic technology monitoring equipment in the layout schemembAnd the total number N of key bridgesbRatio of (1), key tunnel coverage rate CtThe number N of key tunnels which can be detected by all road traffic technology monitoring equipment in the layout schememtAnd the total number N of key tunnelstThe matching rate C of the intersection is controlled by the signalsigControlling the number N of intersections for the signals which can be monitored by all the road traffic technology monitoring equipment in the layout schememsigTotal number N of intersection with signal controlmRatio of (a), traffic flow detection matching rate CtfThe number N of the road sections which can be monitored by all the road traffic technology monitoring equipment in the layout schememtfAnd the total number N of the traffic flow detection road sectionstfThe ratio of (A) to (B);
wherein, the high definition road network mileage coverage rate ChdThe evaluation scale of (a) was as follows: when C is presenthdMore than or equal to 95 percent, good evaluation grade, when the ratio is more than 95 percent ChdMore than or equal to 80 percent, the evaluation grade is better, when the ratio is more than 80 percent ChdNot less than 60 percent, the evaluation grade is general, when C ishdLess than 60%, the evaluation grade is poor; high definition road network mileage coverage rate ChdAnd comprehensive road network mileage coverage rate CMTraffic volume coverage rate CqCoverage rate C of entrance/exit of important placekpAccident multiple site coverage rate CapCongested road segment coverage rate CcpKey bridge coverage rate CbAnd key tunnel coverage rate CtThe evaluation grades are the same;
signal control intersection matching rate CsigThe evaluation scale of (a) was as follows: when C is presentsigNot less than 90 percent, good evaluation grade, when the ratio is more than 90 percent CsigMore than or equal to 70 percent, the evaluation grade is better, and when the ratio is more than 70 percent, CsigNot less than 50 percent, the evaluation grade is general, when C issigLess than 50%, the evaluation grade is poor; signal control intersection matching rate CsigMatching rate with traffic flow detection CtfThe evaluation grades of (a) were the same.
3. The method for evaluating the layout scheme of the road traffic technology monitoring equipment according to claim 1, wherein the step 2 is specifically as follows:
for m schemes to be evaluated in a certain area, n evaluation indexes are selected from an evaluation index system according to the evaluation index data type provided by the area to construct an index matrix X, wherein X is (X is)ij)m×nWherein x isijJ-th evaluation index value representing the ith scheme to be evaluated, i is 1, …, m, j is 1, …, n, and j is an index value X in the j-th column of the index matrix XijForward orientation: (x)ij)+=max(xij)-xijConverting the index matrix X into a standardized matrix Z, wherein Z is (Z)ij)m×n
Figure FDA0003017665030000021
4. The method for evaluating the layout scheme of the road traffic technology monitoring equipment according to claim 1, wherein the step 3 is as follows:
according to the standardized matrix Z, calculating the proportion p of the ith scheme to be evaluated in the jth evaluation indexij
Figure FDA0003017665030000022
zijThe element of the standardized matrix Z, m is the number of the schemes to be evaluated, the entropy value H of the jth evaluation indexjComprises the following steps:
Figure FDA0003017665030000023
entropy weight w of jth evaluation indexjComprises the following steps:
Figure FDA0003017665030000031
n is the number of evaluation indexes.
5. The method for evaluating the layout scheme of the road traffic technology monitoring equipment according to claim 1, wherein the step 4 is specifically as follows:
calculating a weighted normalization matrix R according to the entropy weight, wherein R is (R)ij)m×n,rij=wj·zijM is the number of the schemes to be evaluated, n is the number of the evaluation indexes, wjIs the entropy weight, z, of the jth evaluation indexijAs elements of the normalized matrix Z;
finding the maximum value and the minimum value of the jth evaluation index in the weighted normalization matrix to form a virtual positive ideal solution
Figure FDA0003017665030000032
Sum negative ideal solution
Figure FDA0003017665030000033
Figure FDA0003017665030000034
Calculating the Euclidean distance between the ith scheme to be evaluated and the positive and negative ideal solutions:
Figure FDA0003017665030000035
Figure FDA0003017665030000036
thereby obtaining a comprehensive evaluation relative value C of the ith scheme to be evaluatedi
Figure FDA0003017665030000037
And sequencing the comprehensive evaluation relative values of all the schemes to be evaluated from large to small to obtain the quality evaluation order of all the schemes to be evaluated.
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CN114220265A (en) * 2021-12-09 2022-03-22 中山大学 Method and system for optimizing bayonet layout

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