CN101739822B - Sensor network configuring method for regional traffic state acquisition - Google Patents

Sensor network configuring method for regional traffic state acquisition Download PDF

Info

Publication number
CN101739822B
CN101739822B CN2009100794382A CN200910079438A CN101739822B CN 101739822 B CN101739822 B CN 101739822B CN 2009100794382 A CN2009100794382 A CN 2009100794382A CN 200910079438 A CN200910079438 A CN 200910079438A CN 101739822 B CN101739822 B CN 101739822B
Authority
CN
China
Prior art keywords
sensor
information
highway section
road
laying
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.)
Expired - Fee Related
Application number
CN2009100794382A
Other languages
Chinese (zh)
Other versions
CN101739822A (en
Inventor
贾利民
董宏辉
张和生
秦勇
李海舰
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.)
Beijing Jiaotong University
Original Assignee
Beijing Jiaotong University
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 Beijing Jiaotong University filed Critical Beijing Jiaotong University
Priority to CN2009100794382A priority Critical patent/CN101739822B/en
Publication of CN101739822A publication Critical patent/CN101739822A/en
Application granted granted Critical
Publication of CN101739822B publication Critical patent/CN101739822B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Traffic Control Systems (AREA)

Abstract

The invention relates to a sensor network configuring method for regional traffic state acquisition. The method comprises the following steps of: optimizing the sensor network from the aspect of acquiring traffic information; putting forward an information density function on the basis of relativity with the sensor acquiring the traffic information; establishing information value maximum models of two stages by the information density function and through considering the comprehensive cost for configuring the sensors, wherein the model of the first stage is modeled on the basis of road sections, and the shortest road algorithm of model solution is put forward (see figure 1 for algorithm executing flowchart); the model of the second stage is modeled on the basis of road networks or regions, and the relativity between the road sections is considered (see figure 2 for algorithm executing flowchart).

Description

The sensor network configuring method that regional traffic state obtains
Technical field
The present invention relates to the sensor network configuring method that a kind of regional traffic state obtains, the invention belongs to traffic behavior detecting sensor technical field, relate in particular to sensor placement optimization and network optimized approach.
Background technology
It is the important prerequisite of carrying out traffic flow control and traffic administration such as inducing that road traffic state obtains; Be the necessary basis of formulating traffic insurance measures such as traffic safety management strategy, traffic hazard detection, the analysis of traffic hazard reason, be the traffic infrastructure management, monitor and safeguard the indispensable firsthand information.Therefore to obtain be the basic major issue that traffic administration, traffic insurance and traffic infrastructure monitoring are safeguarded to traffic behavior.
Sensor placement Study on optimized meaning has some, and whether the traffic data that traffic sensor collects can correct response traffic flow running rate at that time, with the space density and the particular location of sensor very big relation is arranged.Because traffic sensor that generally adopts both at home and abroad at present such as collections such as toroid winding, microwave radar and video sensor is the traffic flow parameter data of fixed location; Have only when abundant sensor is arranged in the road network, the information that can obtain sufficiently complete is described road network traffic circulation state.
In order better to obtain traffic characteristics, grasp road traffic state in real time, traffic sensor is being brought into play more and more important effect.Obtain transport information through traffic sensor,, instruct traffic administration person to make a strategic decision for control of traffic and road person provides reliable traffic network information.Under the situation of given road information, lay sensor like how less cost, obtain the transport information of maximum value.From but the transport information that obtains is reliable as much as possible, real-time, complete, for vehicle supervision department provides transport information as much as possible, instruct communications policy.
Summary of the invention
In order to overcome the deficiency of prior art structure, the sensor network configuring method that the present invention provides a kind of regional traffic state to obtain, this method has universality, comprehensive, dirigibility.The present invention has provided based on the transport information of obtaining and has been worth maximum road network sensor placement optimization method.
The technical solution adopted for the present invention to solve the technical problems is:
The sensor network configuring method that a kind of regional traffic state obtains, contain following steps:
At set sensor place, obtain the step of the information of maximum road section traffic volume characteristic; According to obtaining the information density function of the correlativity of transport information for the basis with sensor, the comprehensive cost of placement sensor has been set up the step of the maximum model of two stage information value.
The step that the angle of the transport information of obtaining from sensor is optimized transducer arrangements; Describe the characteristic of relevance function, utilized the relevance function of path sensor to obtain the step of information density function.
Be converted into the Layout Problem of sensor the step of digraph problem; Propose the cum rights matrix of sensor digraph, and be converted into the step of highway section expense to the stage expense of sensor; Be worth the step that finding the solution of maximum model is converted into critical path problem to road section information.
Set up the step of the maximum model of two stage information value: its phase one is that modeling is carried out on the basis with the highway section, utilizes shortest path algorithm to find the solution; Subordinate phase is that modeling is carried out on the basis with road network or zone, considers the correlativity between the highway section in the road network.
Foundation is based on the step of the maximum model of information value in highway section; Foundation is based on the step of the maximum model of information value of road network; Divide two steps that level is optimized sensor, from the line to the face, from the part to integral body, carry out the step that modeling is optimized again from the face to the line, from the part to integral body.
The shortest path of the dual graph through finding the solution the sensor digraph is tried to achieve the step of the arrangement of this highway section sensor; The correlativity and the scale of investment of section traffic information have been considered, the step that whole road network is optimized.
Beneficial effect of the present invention:
The present invention is optimized the path sensor layout from the angle of information value; Can provide the maximum laying scheme of information value according to the integrated cost of laying sensor; Can lay the variation of spacing simultaneously according to the case study of integrated cost, provide comparatively reasonably distribution method at last.
Description of drawings
Fig. 1 is the information density functional arrangement in common highway section;
Fig. 2 is sensor digraph G;
Fig. 3 is the dual graph G ' of sensor digraph;
Fig. 4 lays for the highway section sensor and optimizes process flow diagram;
Fig. 5 lays for area sensor and optimizes process flow diagram;
The sensor that Fig. 6 chooses for the match relevance function;
Fig. 7 is two sensors flow waveform figure;
Fig. 8 is a two sensors occupation rate oscillogram;
Fig. 9 is two sensors velocity wave form figure;
Figure 10 is each sensor velocity wave form figure;
Figure 11 is the fitting result of correlativity curve r (x);
Figure 12 is that initial sensor is laid synoptic diagram;
Figure 13 is g 12(x) functional arrangement a;
Figure 14 is g 12(x) functional arrangement b;
Figure 15 lays figure as a result for sensor.
Embodiment
Embodiment 1:
The sensor network configuring method that a kind of regional traffic state obtains, contain following steps:
(1) utilize the relevance function of path sensor to obtain the step of information density function; At set sensor place, obtain the step of the information of maximum road section traffic volume characteristic; Set up the step of the maximum model of information value for the information density function on basis and the comprehensive cost of laying sensor according to the correlativity of obtaining transport information with sensor;
Step 1: at first, at the sensor place that is disposed, can farthest represent section traffic information, far away more apart from this sensor, the quantity of information of the traffic characteristics in the highway section that this sensor can be represented will reduce.Here, the information density function of definition sensor is h (x), and h (x) expression is the traffic characteristics information of center unit distance with this sensor.If to establish the sensor place is initial point, h on the one-dimensional space (x) is for being the one dimension function at center with the initial point, on two-dimensional space for being the toroidal function at center with the initial point.Because we generally only detect the transport information on the linear highway section, so mainly study information density function property on the one-dimensional space here.
Step 2: the information density function can be represented according to the relevance function of the transport information of different distance on the highway section; Can represent the transport information completely here at the sensor place; If the related coefficient with the information of sensing station is 1 here, along with the increase of distance, the transport information of sensor can represent here that the correlativity of information can reduce; During to ± ∞, be reduced to 0.With r (x) expression relevance function, then the relation of h (x) and r (x) is h (x)=a * r (x), and wherein a is a conversion factor, can demarcate according to different highway section situation.
Relevance function r (x) on the highway section between known sensor and other sensors can describe as follows:
(a) r (x) is about the continuous function on the field of definition, and field of definition is the segment distance on the linear highway section of being studied, and r (0)=1.
(b) according to the different road characteristic, r (x) can have the different forms of expression, and (Fig. 1) such as triangle distribution, normal distribution, negative exponent distributions generally arranged, and some is symmetrical, and some is asymmetric.
(c) r (x) can utilize computer simulation technique on the basis of the traffic environment of studying the highway section and highway section situation, and through intensive laying sensor, the transport information of pick-up transducers (like speed, density, flow) asks the related coefficient of each sensor to demarcate; The transport information that also can gather through the sensor that certain urban road has been laid; Obtain with a certain distance from other sensors of this sensor correlativity of sensor transport information therewith; Simulate r (x); Here point out different categories of roads and road surface situation, its r (x) can be different, and the present invention adopts the method to demarcate.
Step 3: through demarcating the relevance function of road upper sensor, utilize conversion factor a, can be in the hope of the information density function of each sensor, to this function in the highway section upper integral can try to achieve the road grid traffic information of this sensor representative in tenure of use.Set up model from the angle of information; Each sensor can both be caught certain telecommunication flow information, when not having sensor, can make traffic flow lose certain information, and the present invention's hypothesis is laid sensor thick and fast with identical distance; Like this; It is exactly just to be converted into that the sensor placement problem is optimized in the highway section of length-specific: how on the basis of the information value of taking all factors into consideration traffic characteristics and sensor comprehensive cost, confirm the sensor density on the certain distance highway section, and provide the sensor distribution method.
(2) foundation is based on the step of the maximum model of information value in highway section.
Step 1: for the standard unification; Be located at sensor in tenure of use; The transport information that folk prescription is upwards detected when sensor is a unit distance (getting 1km) is 1; Promptly
Figure GSB00000723023700051
is for the road of being studied; If lay the density function of the whole road section information that obtains behind the sensor at a certain distance is g (x); The quantity of information that then whole sensor obtained for wherein; D is the union of all the sensors field of definition, generally speaking for studying the distance in highway section.Density function after adjacent two sensors stack may be defined as to
Figure GSB00000723023700053
wherein
Figure GSB00000723023700054
represent the information density of the two functions operational symbol that superposes, and letter wherein superposes
Number can be represented as follows:
g ij ( x ) = h i ( x ) ⊕ h j ( x ) = h i ( x ) D i - D i ∩ D j h j ( x ) D j - D i ∩ D j hh ( h j ( x ) , h j ( x ) ) D i ∩ D j
Wherein:
D i, D j---h i(x), h j(x) field of definition;
Hh (h i, h j)---i, the superpositing function of the information density function of j sensor remains further research about the stack of information density function, and the present invention gets max (h i, h j).
Step 2: suppose on research highway section, can lay sensor equably, the sensor number of establishing laying is n, and the position of each sensor note is made i (1≤i≤n), and to establish the comprehensive cost of laying i sensor on this highway section be C i, then according to above-mentioned foundation like drag:
max W = kI - f = k ∫ 0 D g ( x ) dx - Σ i = 1 n X i · C i
s . t . g ( x ) = ⊕ i = 1 n h i ( x ) X i = 0 or 1
Wherein:
W---comprehensive value, the road section traffic volume characteristic information of sensor representative are worth the expense of laying sensor that deducts.
K---represent on this highway section that in tenure of use, the value of 1 unit information, different road parameters have different k values at sensor.
C i---lay the needed comprehensive cost of sensor (real cost of sensor installation in the highway section) at the i place, owing to receive the influence of road environment, traffic environment, the highway section sensor installation that has is inconvenient; Like installation process difficulty, use, maintenance process inconvenience etc., therefore; The cost of these highway section sensors configured is higher than general highway section, so different road parameters has different C values, for same section road; Generally get identical C value, promptly get C i=C;
X i--- 0or 1,0 is illustrated in the i place and does not lay sensor, and 1 is illustrated in the i place lays sensor; h i(x)---lay the information density function of sensor at the i place, different road parameters has different h i(x), for same section road, generally get identical h i(x) value is promptly got h i(x)=h (x).
(3) be converted into the Layout Problem of sensor the step of digraph problem; Propose the cum rights matrix of sensor digraph, and be converted into the step of highway section expense to the stage expense of sensor; Be worth the step that finding the solution of maximum model is converted into critical path problem to road section information; The shortest path of the dual graph through finding the solution the sensor digraph is tried to achieve the step (carry out flow process and see Fig. 4) of the arrangement of this highway section sensor.
Step 1: some parameters of model or function experimental formula capable of using or historical data match obtain, and the known conditions that obtains at last has: the unit information expense k of the i place placement sensor on the highway section of studying i, information density function h i(x), the integrated cost C of placement sensor i, the parameter that needs to set is n, promptly studies the highway section and initially lays number of sensors, the laying that can be converted into sensor like this is apart from d, if the research long L in highway section, then
Figure GSB00000723023700061
(sensor that L lays from the two ends, highway section is counted) can be confirmed n according to the sensor distance that initial desire is laid like this.
Step 2: according to the information density function of each sensor and utilize superpositing function
Figure GSB00000723023700062
Calculate the overlapped information between any two sensors, obtain the information matrix I between following each sensor Ij
Figure GSB00000723023700071
Can construct following digraph G (Fig. 2), wherein 1,2; ..., k ...; N is respectively the numbering of placement sensor on the highway section, also can represent the position of each sensor, and wherein any 2 all have an oriented circuit from the low grade to the high grade; The weights of each circuit are that value corresponding multiply by its corresponding unit information expense, i.e. information value between these 2 in the information matrix.Be w Ij=k IjI Ij,
K wherein IjGet average, promptly
Figure GSB00000723023700072
Finding the solution exactly of model looked for a paths from No. 1 sensor to the n sensor in this digraph, make the information value on the path maximum.
Step 3: consider the influence of each sensor comprehensive cost, whenever how will increase corresponding cost in the path through a sensor.If see the position of each sensor the node of mapping G; We can transfer to the node expense on the path so; Because will increase the expense of this node, so can divide the expense of node on former and later two paths of this node of process equally through a node.Definable sensor i thus, the weight between the j does
w ij = k ij I ij - 1 2 C i - 1 2 C j ,
Thereby can obtain the cum rights matrix of following digraph G:
Figure GSB00000723023700074
Finding the solution road section information is worth maximum model and just is converted into the longest path problem of asking this digraph; Owing to formed a lot of classic algorithm in the graph theory about shortest path; So ask its opposite number to each weights, get other a kind of digraph, this digraph of definable is the dual graph of former figure; Note is made G ' (Fig. 3), so the cum rights matrix of this dual graph G ' is:
Figure GSB00000723023700075
So just can because negative value possibly appear in weights, can find the solution in the hope of the shortest path of Fig. 3 with the Floyed algorithm.
Step 4: through trying to achieve the shortest path of G ', we can find a longest path according to the path of G ' on former figure G, and the highway section maximum information that obtain this moment is worth and is W=∑ w Ij, w IjBe each the cum rights value on the highway section, W the node of process be the disaggregation of model, i.e. sensing station and the number that will lay of this highway section, the laying maximum information that can obtain the highway section is worth like this.
(4) foundation is based on the step of the maximum model of information value of road network; Divide two steps that level is optimized sensor, from the line to the face, from the part to integral body, carry out the step that modeling is optimized again from the face to the line, from the part to integral body.The correlativity and the scale of investment of section traffic information have been considered, the step that whole road network is optimized (carry out flow process and see Fig. 5).
Step 1: demarcate each parameter according to expressway, through street, trunk roads, branch road etc., unit information expense k is arranged i, information density function parameter b i, the comprehensive cost C of laying sensor iDeng.
Step 2: analyze each crossing,, each crossing is laid in advance according to the arrangement principle of crossing.
Step 3: if zone bigger (as considering the sensor placement of entire city); Can be divided into some each zonules; Each zone comprises that 20-30 highway section is (because of the increase along with distance; The correlativity of transport information can lower very soon), analyze the correlativity in each highway section, divide the highway section that each correlativity is strong in groups;
Step 4: to each group, requirement must be provided with the highway section of sensor, then must lay; For the highway section that does not have particular requirement, guaranteeing at least in every group has a highway section to be laid, and can choose according to importance.Needing in the road network to obtain the highway section of laying sensor.
Step 5: if do not consider to drop into, can get suitable laying, utilize the highway section of phase one to be worth maximum Model Calculation apart from d.In order to improve precision, can lay by every 1m, result calculated is that the best under each highway section parameter is laid distance, counts thereby obtain best the laying, lays, and calculates and finishes; Drop into as if considering, do not consider to drop into calculating with above-mentioned earlier, obtain best the laying and count, always calculate and drop into, as if dropping into, then stop to calculate, otherwise get into step 6 less than estimating.
Step 6: Δ d is set, and constantly laying in the best in each highway section increases Δ d under the distance, recomputate, and drops into less than estimating up to total input, stops to calculate.
Embodiment 2:
With Beijing's road network is foundation; To different highway section situation the model application has been carried out in the highway section of plan placement sensor; Utilize Beijing's sensing data that Beijing Traffic Administration Bureau provides as historical data; And done the parameter selection to the situation in actual highway section and the problem that will study, then utilize the model in the literary composition to provide computation process and result of calculation.
(1) highway section chooses
For layout optimization is carried out in through street, Beijing, choose one section through street of West 3rd Ring Road, Beijing, from the Zizhu Flyover to Feng Yiqiao, to 11 sensor (S1 on it; S2, S3, S4, S5; S6, S7, S8, S9; S10, S11) traffic flow data on April 10th, 2008 is analyzed, and the SI is 2 minutes, sees Fig. 6.
The particular location of each sensor is between following website, and is as shown in table 1:
Table 1 sensor particular location
Why select this section highway section to be because there is not the crossing before this section highway section; Wagon flow is more satisfactory; Receive interference less, and at the Feng Yi bridge a large-scale crossing is arranged at the back, the wagon flow of its back can receive the influence of this crossing; The correlativity of back car flow information must be lower significantly, so we have selected these nine car flow information that sensor obtained to carry out correlation analysis.
(2) factor of selection correlation analysis
Car flow information mainly contains three part factors and constitutes: vehicle flowrate, vehicle density (occupation rate is represented), wagon flow speed.Select which factor to carry out correlation analysis experimental result is had direct influence.Below from the Zizhu Flyover to the bridge of garden and the space flight bridge carry out the correlation analysis of flow, occupation rate and speed respectively to the data of these two sensors the Yuyuan Lake Park.
A). the correlation analysis of flow
With the detected data on flows of two sensors its oscillogram (seeing 7) of drawing respectively: can see that by figure the correlativity of outflow is bigger, be 0.907 through calculating the correlativity that can obtain them.
B). the correlation analysis of occupation rate
With the detected occupation rate data of two sensors its oscillogram (seeing 8) of drawing respectively: can find out that by figure the correlativity of comparing occupation rate with flow is smaller, be 0.668 through calculating the correlativity that can obtain them.
C). the correlation analysis of speed
With the detected wagon flow speed data of two sensors its oscillogram (seeing 9) of drawing respectively: the display speed correlativity is minimum among the figure, and calculating its correlativity is 0.366.
The correlativity of information is more little on the highway section, needs the number of sensors of laying just many more, so just can obtain comprehensive car flow information.The correlativity of speed is minimum in these three factors, if be research object with other two factors, the result of laying just can't reflect comprehensive transport information.Therefore this research with speed as the research factor.
(3) correlation analysis
By the sampling period between April 10 0:00 to 24:00 is that 2 minutes traffic flow speed data can be known; Night from 22:00 to morning next day the 6:00 magnitude of traffic flow less, night, vehicle flowrate reduced, representativeness is not strong; Relevance is also relatively poor; And daytime, vehicle flowrate was more, and data dependence is stronger, was easier to find out the correlativity rule between each dot information on the highway section.
Figure 10 is 6:00 to 22:00 vehicle flowrate velocity wave form figure.Therefore, through this relevance, be that reference point removes to simulate the relevance function between the road section information with certain sensor installation position, and then draw the information density function of sensor.
(4) match of relevance function r (x)
With S1 is reference point, through to the calculating of the data dependence (being mainly speed here) of check point S1 and S1, S2, S3, S4, S5, S6, S7, S8, S9 and carry out the transport information relevance function r (x) that match just can draw this highway section.Yet the transport information of each point has space and time difference property on the highway section; The information correlativity of synchronization each point is not very strong; Can't embody the correlativity rule of each point on the highway section, therefore when carrying out correlation calculations, need and will the information data of difference be offsetted, the method for taking is to offset at a certain time interval; And constantly calculate its correlativity, get maximum correlativity at last and be the correlativity between this point and the reference point.
Through calculating the correlativity between each point and the S1, it is carried out match, see Figure 11, the expression formula that draws r (x) at last is:
r(x)=e -0.2632x
This is a negative exponential function, and it can embody the relevance between the information on the highway section, but what need to prove that this function chooses is that unidirectional track data on the through street are carried out match, and it can only be applied to the sensor placement on the city expressway.
(5) layout optimization calculates
A). instance is chosen
The formula that match obtains above utilizing applies it in the similar through street, is chosen in Haidian bridge and between the sensor of opening up spring two bridge, lays sensor with Zhong Guan-cun San Qiao to the sensor of Zhong Guan-cun San Qiao, between them apart 1000 meters.At first with 100 meters intensive laying sensors, just laid 9 sensors (amounting to 11) between the two sensors, with these sensors be numbered respectively S1, S2 ..., S11 (like Figure 12).
B). the computing information matrix
Owing to be the through street all, directly take top fitting result, r (x)=e -0.2632x, the traffic parameter of selected road is basic identical, and can establish each point sensor has identical information density function, and then the information density function is: h (x)=a * r (x)=a * e -0.2632x,
Again Get a=1.1374, so h (x)=a * r (x)=1.1374 * e -0.2632x
Distance is from certain sensor x like this 1, x 2Between transport information be:
I ( x 1 → x 2 ) = ∫ x 1 x 2 h ( x ) = 1.1374 ∫ x 1 x 2 e - 0.2632 x = 1.1374 - 0.2632 e - 0.2632 x | x 1 x 2
= 1.1374 × 1 0.2632 ( e - 0.2632 x 1 - e - 0.2632 x 2 ) = 4.3214 ( e - 0.2632 x 1 - e - 0.2632 x 2 )
Stack is to adopt function
Figure GSB00000723023700124
to be defined by last joint for two sensor informations:
g ij ( x ) = h i ( x ) &CirclePlus; h j ( x ) = h i ( x ) x &le; 0 h i ( x ) x &GreaterEqual; d hh ( h i ( x ) , h j ( x ) ) 0 < x < d
Wherein: d---sensor i, the distance between the j.
Here d gets 0.1km, this function g 12(x) shape such as Figure 13.
Hh (h wherein i(x), h j(x)) get max (h i(x), h j(x)), g so 12(x) form just becomes:
g 12 ( x ) = h 1 ( x ) &CirclePlus; h 2 ( x ) = h 1 ( x ) x < 0.05 h 2 ( x ) x &GreaterEqual; 0.05
See Figure 14.
Overlapped information between S1 and the S2 is:
I 12 = &Integral; 0 0.05 h ( x ) + &Integral; 0 0.05 h ( x ) = 2 &times; 4.3214 e - 0.2632 x | 0 0.05 = 2 &times; 4.3214 ( 1 - e - 0.2632 &times; 0.05 ) = 0.1132 .
In like manner can release Can obtain 11 overlapped information matrix I between the sensor thus Ij:
Figure GSB00000723023700133
C). calculate the cum rights matrix
Information value w between the i, 2 of j Ij=k IjI Ij, wherein
Figure GSB00000723023700134
Because the highway section of selecting in the instance is the through street, promptly road conditions and natural conditions are basic identical, so unit information is worth k IjDeployment cost C with each sensor iAll equal basically, replace with k and C respectively below.
According to market survey, at present the most expensive sensor is a microwave remote sensor, lays the expense that engineering spent in addition and comprises maintenance cost, system cost, process information expense, external action expense and time cost etc.And the information value that sensor brings after laying comprises the minimizing resident trip time, reduces traffic congestion, avoids traffic accident, reduces value such as environmental pollution and reduction traffic administration expense.It is thus clear that generally speaking, sensor information is worth and will be far longer than its laying total cost, promptly
k &Integral; D h ( x ) dx > > C max
The factor of comprehensive each side, getting k is 150000.
And this research institute is approximately 2000 yuan with the total cost of geomagnetic sensor, if consider comprehensive cost, C value maybe be higher, discussion specially in this analysis afterwards, and here, tentative C is 2000.
Definable sensor i thus, the weights between the j do
w ij = k ij I ij - 1 2 C i - 1 2 C j ,
After the simplification
w ij=KI ij-C,
That is:
w ij = 8.6428 &times; k &times; ( 1 - e - 0.02632 &times; | i - j | 2 d ) - C = 8.6428 &times; 150000 &times; ( 1 - e - 0.02632 &times; | i - j | 2 &times; 0.05 ) - 2000 .
Thereby can obtain following digraph cum rights matrix:
Get opposite number to each weights, obtain the cum rights matrix w ' of dual graph G ' Ij
Figure GSB00000723023700143
The cum rights matrix that calculates G ' is (this is digraph, and MAX replaces with a big number, gets 100000000 here):
0 -14949.229 -31676.868 -48185.814 -64478.924 -80559.023 -96428.893 -112091.28 -127548.91 -142804.44 -157860.53
100000000 0 -14949.229 -31676.868 -48185.814 -64478.924 -80559.023 -96428.893 -112091.28 -127548.91 -142804.44
100000000 100000000 0 -14949.229 -31676.868 -48185.814 -64478.924 -80559.023 -96428.893 -112091.28 -127548.91
100000000 100000000 100000000 0 -14949.229 -31676.868 -48185.814 -64478.924 -80559.023 -96428.893 -112091.28
100000000 100000000 100000000 100000000 0 -14949.229 -31676.868 -48185.814 -64478.924 -80559.023 -96428.893
100000000 100000000 100000000 100000000 100000000 0 -14949.229 -31676.868 -48185.814 -64478.924 -80559.023
100000000 100000000 100000000 100000000 100000000 100000000 0 -14949.229 -31676.868 -48185.814 -64478.924
100000000 100000000 100000000 100000000 100000000 100000000 100000000 0 -14949.229 -31676.868 -48185.8l4
100000000 100000000 100000000 100000000 100000000 100000000 100000000 100000000 0 -14949.229 -31676.868
100000000 100000000 100000000 100000000 100000000 100000000 100000000 100000000 100000000 0 -14949.229
100000000 100000000 100000000 100000000 100000000 100000000 100000000 100000000 100000000 100000000 0
D). result of calculation
Utilization Floyd algorithm obtains shortest path and is:
1→6→11。
Final arrangement plan is seen Figure 15.
Therefore as if lay the comprehensive value maximum that sensor can make the Traffic Information of acquisition again at the S6 place.

Claims (2)

1. sensor network configuring method that regional traffic state obtains is characterized in that containing following steps:
At set sensor place, obtain the step of the information of maximum road section traffic volume characteristic; According to obtaining the information density function of the correlativity of transport information for the basis with sensor, the comprehensive cost of placement sensor has been set up the step of the maximum model of two stage information value; Information density function physical significance is the transport information apart from traffic detecting device a distance; The probability or the degree of the detected transport information representative of ability device to be detected; The degree of the last transport information of mikey distance that can represent for certain detecting device, its spatial coherence through transport information obtains; Set up the step of the maximum model of two stage information value: its phase one is that the maximum model of information value is set up on the basis with the highway section, utilizes shortest path algorithm to find the solution; Subordinate phase is the basis with road network or zone, utilizes the information correlativity between the highway section in the road network; Foundation is based on the maximum model of the information value of road network, and it is maximum that road network or area information are worth; The step that the angle of the transport information of obtaining from sensor is optimized transducer arrangements;
Wherein, foundation is based on the step of the maximum model of information value in highway section; Foundation is based on the step of the maximum model of information value of road network;
Step 1: set up based on the maximum model of the information value in highway section;
On the highway section, lay sensor equably, the sensor number of establishing laying is n, and the position note of each sensor is made i; 1≤i≤n, and to establish on this highway section the comprehensive cost of laying i sensor be C i, then according to above-mentioned foundation such as drag:
max W = KI - f = k &Integral; 0 D g ( x ) dx - &Sigma; i = 1 n X i &CenterDot; X i
s . t . g ( x ) = &CirclePlus; i = 1 n h i ( x ) X i = 0 or 1
Wherein:
W---comprehensive value, the road section traffic volume characteristic information of sensor representative are worth the expense of laying sensor that deducts;
K---represent on this highway section that in tenure of use, the value of 1 unit information, different road parameters have different k values at sensor;
I---represent on this highway section the quantity of information of all the sensors representative;
F---represent on this highway section the comprehensive cost of all the sensors;
G (x) is the information density function;
D is the union of all the sensors field of definition, is the distance in research highway section;
C i---lay the needed comprehensive cost of sensor at the i place, get identical C value, promptly get C for same section road i=C;
X i---0 or 1,0 is illustrated in the i place and does not lay sensor, and 1 is illustrated in the i place lays sensor;
h i(x)---lay the information density function of sensor at the i place, different road parameters has different h i(x), for same section road, get identical h i(x) value is promptly got h i(x)=h (x);
Represent n h i(x) overlap-add operation between adjacent two functions in the function, stack result is for getting its maximum;
Step 2: set up based on the maximum model of the information value of road network;
Come the consideration of regional transducer arrangements from both direction, the firstth, the crossing is is respectively imported and exported sensor and how to be arranged, and the secondth, how sensor is arranged between the highway section that the crossing is imported and exported; The layout of area sensor just is converted into both of these case like this, combines them then, forms the zone and is worth maximum model;
(1) crossing's transducer arrangements is analyzed
For through street and highway, be in the crossing import and export placement sensor, and then consider the laying situation in highway section between these two sensors; For the crossing of usual friendship, lay a sensor respectively in each exit, the accuracy requirement that ITS estimates the crossing flow is higher, lays sensor respectively in the import and export of each crossing;
(2) each highway section transducer arrangements situation analysis in the zone
For the zone of being studied; Suppose each crossing's transducer arrangements analysis; Obtain the laying scheme of each crossing in the zone; Consider transport information speed, density, the flow correlativity in each highway section, be divided into one group to the higher highway section of correlativity, lay in one of every group selection and above highway section; For the highway section of confirming to lay, the sensor of laying the crossing at two, highway section as first with last sensor, between sensor lay the just maximum model solution of information value of phase one capable of using;
The highway section sensor placement is optimized comprises following content: the step that is converted into the Layout Problem of sensor the digraph problem; Be worth the step that finding the solution of maximum model is converted into critical path problem to road section information; The shortest path of the dual graph through finding the solution the sensor digraph is tried to achieve the step of the arrangement of this highway section sensor;
Step 1: some parameters of model or function utilize experimental formula or historical data match to obtain, and the known conditions that obtains at last has: the unit information expense k of the i place placement sensor on the highway section of studying i, information density function h i(x), the integrated cost C of placement sensor i, the parameter that needs to set is n, promptly studies the highway section and initially lays number of sensors, and the laying that is converted into sensor like this is apart from d, and the research long L in highway section is L from the distance between No. 1 sensor to the n sensor of laying promptly, then The sensor distance of laying according to initial desire is like this confirmed n;
Step 2: according to the information density function of each sensor and utilize superpositing function
Figure FSB00000763558800032
Calculate the overlapped information between any two sensors, obtain the information matrix I between following each sensor Ij
Figure FSB00000763558800041
Construct following digraph G, wherein 1,2; ..., k ...; N is respectively the numbering of placement sensor on the highway section, or represents the position of each sensor, and wherein any 2 all have an oriented circuit from the low grade to the high grade; The weights of each circuit are that value corresponding multiply by its corresponding unit information expense, i.e. information value between these 2 in the information matrix; Be w Ij=k IjI Ij,
K wherein IjGet average, promptly
Figure FSB00000763558800042
Finding the solution exactly of model looked for a paths from No. 1 sensor to the n sensor, makes the information value on the path maximum;
Step 3: consider the influence of each sensor comprehensive cost, whenever how will increase corresponding cost in the path through a sensor; Definition sensor i, the weight between the j does
w ij = k ij I ij - 1 2 C i - 1 2 C j ,
Thereby can obtain the cum rights matrix of following digraph G:
Figure FSB00000763558800044
Find the solution road section information and be worth maximum model with regard to being converted into the longest path problem of asking this digraph, ask its opposite number to each weights, get other a kind of digraph, define the dual graph that this digraph is former figure, note is made G ', so the cum rights matrix of this dual graph G ' is:
Figure FSB00000763558800045
Ask shortest path like this,, find the solution with the floyed algorithm because negative value possibly appear in weights;
Step 4: through trying to achieve the shortest path of G ', on former figure G, find a longest path according to the path of G ', the highway section maximum information that obtain this moment is worth and is W=∑ w Ij, w IjBe each the cum rights value on the highway section, W the node of process be the disaggregation of model, promptly sensing station and the number that will lay of this highway section laid the maximum information that obtains the highway section like this and is worth;
The road network sensor placement is optimized comprises following content: considered the correlativity and the scale of investment of section traffic information, the step that whole road network is optimized;
Step 1: demarcate each parameter according to expressway, through street, trunk roads, branch road, unit information expense k is arranged i, information density function parameter b i, the comprehensive cost C of laying sensor i
Step 2: analyze each crossing,, each crossing is laid in advance according to the arrangement principle of crossing;
Step 3: if the zone is bigger, consider the sensor placement of entire city, be divided into some each zonules, each zone comprises 20-30 highway section, analyzes the correlativity in each highway section, divides the highway section that each correlativity is strong in groups;
Step 4: to each group, requirement must be provided with the highway section of sensor, then must lay; For the highway section that does not have particular requirement, guaranteeing at least in every group has a highway section to be laid, and chooses according to importance; Needing in the road network to obtain the highway section of laying sensor;
Step 5: if do not consider to drop into, get suitable laying, utilize the highway section of phase one to be worth maximum Model Calculation apart from d; In order to improve precision, every 1m lays, and result calculated is that the best under each highway section parameter is laid distance, counts thereby obtain best the laying, lays, and calculates and finishes; Drop into as if considering, do not consider to drop into calculating with above-mentioned earlier, obtain best the laying and count, always calculate and drop into, as if dropping into, then stop to calculate, otherwise get into step 6 less than estimating;
Step 6: Δ d is set, and constantly laying in the best in each highway section increases Δ d under the distance, recomputate, and drops into less than estimating up to total input, stops to calculate;
Wherein in the process of setting up the maximum model of two stage information value, the step of utilizing the relevance function of path sensor to obtain the information density function comprises following steps:
Step 1: on the basis of the traffic environment of studying the highway section and highway section situation, utilize computer simulation technique, through intensive laying sensor, the transport information speed of pick-up transducers, density, flow ask the related coefficient of each sensor to demarcate; The transport information that the sensor of having laid through certain urban road is gathered; Obtain with a certain distance from other sensors of this sensor correlativity of sensor transport information therewith; Simulate r (x), point out different categories of roads and road surface situation here, its r (x) is different;
Step 2: the information density function is represented according to the relevance function of the transport information of different distance on the highway section; In sensor representative the transport information completely here; If the related coefficient with the information of sensing station is 1 here, along with the increase of distance, the transport information of sensor can represent here that the correlativity of information can reduce; During to ± ∞, be reduced to 0; With r (x) expression relevance function, h (x) is an information degree function, and then the relation of h (x) and r (x) is h (x)=a * r (x), and wherein a is a conversion factor, demarcates according to different highway section situation.
2. the sensor network configuring method that regional traffic state as claimed in claim 1 obtains is characterized in that the step that two levels of branch are optimized sensor; First level is an object with the highway section, sets up the maximum model of information value and carries out sensor placement optimization; Second level is an object with zone or road network, utilizes in zone or the road network that information correlativity carries out sensor placement optimization between each highway section.
CN2009100794382A 2009-03-11 2009-03-11 Sensor network configuring method for regional traffic state acquisition Expired - Fee Related CN101739822B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009100794382A CN101739822B (en) 2009-03-11 2009-03-11 Sensor network configuring method for regional traffic state acquisition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009100794382A CN101739822B (en) 2009-03-11 2009-03-11 Sensor network configuring method for regional traffic state acquisition

Publications (2)

Publication Number Publication Date
CN101739822A CN101739822A (en) 2010-06-16
CN101739822B true CN101739822B (en) 2012-07-18

Family

ID=42463251

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009100794382A Expired - Fee Related CN101739822B (en) 2009-03-11 2009-03-11 Sensor network configuring method for regional traffic state acquisition

Country Status (1)

Country Link
CN (1) CN101739822B (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101887645B (en) * 2010-07-09 2013-03-13 天津职业技术师范大学 Wiring optimization method of wired vehicle detector in indoor parking lot
CN102169627A (en) * 2011-01-30 2011-08-31 北京交通大学 Express way travel time prediction method based on virtual speed sensor
CN102306450B (en) * 2011-08-30 2014-04-16 同济大学 Layout method for traffic detectors of sparse road network
CN103476042A (en) * 2013-09-03 2013-12-25 吉林大学 Wireless temperature sensor optimizing arrangement method in environment monitoring system
CN104519544B (en) * 2014-12-29 2017-12-12 无锡清华信息科学与技术国家实验室物联网技术中心 A kind of method and device that route is planned in wireless sensor network
CN106709196B (en) * 2016-12-31 2020-02-04 中国科学技术大学 Distribution method of motor vehicle exhaust remote measuring equipment based on graph theory
CN108304773A (en) * 2017-12-25 2018-07-20 广州市高科通信技术股份有限公司 A kind of vehicle density analysis method, device, electronic equipment and storage medium based on wavelet transformation
CN113743204B (en) * 2021-07-29 2024-04-19 北京工业大学 Expressway sensing equipment type selection and optimized layout method based on sensing requirements
CN114419882B (en) * 2021-12-30 2023-05-02 联通智网科技股份有限公司 Method, equipment terminal and storage medium for optimizing arrangement parameters of sensing system

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19729914A1 (en) * 1997-07-04 1999-01-07 Mannesmann Ag Process for the analysis of a traffic network, traffic analysis, traffic forecast as well as creation of a historical traffic database and traffic analysis and forecasting center
CN1936999A (en) * 2006-10-17 2007-03-28 大连理工大学 City area-traffic cooperative control method based wireless sensor network
CN101110107A (en) * 2007-08-27 2008-01-23 北京交通大学 Intelligent integrating and monitoring method for rail traffic vehicle key equipment state
CN101222400A (en) * 2008-02-01 2008-07-16 北京交通大学 Road traffic information acquisition sensor network node device and data transmission method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19729914A1 (en) * 1997-07-04 1999-01-07 Mannesmann Ag Process for the analysis of a traffic network, traffic analysis, traffic forecast as well as creation of a historical traffic database and traffic analysis and forecasting center
CN1936999A (en) * 2006-10-17 2007-03-28 大连理工大学 City area-traffic cooperative control method based wireless sensor network
CN101110107A (en) * 2007-08-27 2008-01-23 北京交通大学 Intelligent integrating and monitoring method for rail traffic vehicle key equipment state
CN101222400A (en) * 2008-02-01 2008-07-16 北京交通大学 Road traffic information acquisition sensor network node device and data transmission method thereof

Also Published As

Publication number Publication date
CN101739822A (en) 2010-06-16

Similar Documents

Publication Publication Date Title
CN101739822B (en) Sensor network configuring method for regional traffic state acquisition
CN104197945B (en) Global voting map matching method based on low-sampling-rate floating vehicle data
CN102663887B (en) Implementation system and method for cloud calculation and cloud service of road traffic information based on technology of internet of things
CN102306450B (en) Layout method for traffic detectors of sparse road network
CN104680789B (en) Rapid road congestion index estimation and prediction method
CN102855760B (en) On-line queuing length detection method based on floating vehicle data
CN102509454B (en) Road state merging method based on floating car data (FCD) and earth magnetism detector
CN102800200B (en) Method for analyzing relevance of adjacent signalized intersections
CN104866654A (en) Construction method for integrated dynamic traffic simulation platform of city
CN106781490A (en) Urban highway traffic analysis & appraisement on operation system
CN109191849B (en) Traffic jam duration prediction method based on multi-source data feature extraction
CN103440764A (en) Urban road network vehicle travel path reconstruction method based on vehicle automatic identification data
CN104809112A (en) Method for comprehensively evaluating urban public transportation development level based on multiple data
CN105405294A (en) Early warning method of traffic congestion roads
CN105513370A (en) Traffic zone dividing method based on sparse vehicle license identification data
CN105279967A (en) System and method for traffic operation index calculation
CN102074112B (en) Time sequence multiple linear regression-based virtual speed sensor design method
CN104915731B (en) A kind of grand microcosmic integration method of vehicle driving reconstructing path based on automatic vehicle identification data
CN107180534B (en) The express highway section average speed estimation method of support vector regression fusion
Tengattini et al. Physical characteristics and resistance parameters of typical urban cyclists
CN105185103A (en) Road travel time management and control method
Anusha et al. Dynamical systems approach for queue and delay estimation at signalized intersections under mixed traffic conditions
CN104966403A (en) Trunk line self-optimizing signal control method and device based on terrestrial magnetism
CN105551241B (en) A kind of real-time jamming analysis method based on FCD and EP multi-source datas
CN105046958A (en) Highway traffic information acquisition node nonequidistance optimized layout method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120718