CN105448108B - A kind of hypervelocity method of discrimination based on Hidden Markov road network - Google Patents

A kind of hypervelocity method of discrimination based on Hidden Markov road network Download PDF

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CN105448108B
CN105448108B CN201511018790.7A CN201511018790A CN105448108B CN 105448108 B CN105448108 B CN 105448108B CN 201511018790 A CN201511018790 A CN 201511018790A CN 105448108 B CN105448108 B CN 105448108B
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罗赞文
文巨峰
穆祥强
陈晓洁
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Shanghai Jingda Information Technology Co Ltd
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Abstract

A kind of hypervelocity method of discrimination based on Hidden Markov road network, on the basis of existing satellite positioning device, realize that Vehicle Speed monitors and can determine that whether vehicle exceeds the speed limit in this running section in real time, the cost of vehicle monitoring is reduced on the basis of high-accuracy is kept.The best matching path proposed by the present invention that position error can be effectively reduced based on Hidden Markov algorithm and vehicle traveling is accurately found out.According to the database for the national road speed limit size set up, the maximum travelling speed of the speed that vehicle is travelled and the road, which is compared, obtains the conclusion whether vehicle traveling exceeds the speed limit, if hypervelocity so reminds driver vehicle to exceed the speed limit by guider.

Description

A kind of hypervelocity method of discrimination based on Hidden Markov road network
Technical field
It is particularly a kind of to be based on Hidden Markov road network the present invention relates to physical field, more particularly to e measurement technology Hypervelocity method of discrimination.
Background technology
With the continuous improvement of living standard, automobile quantity is also continued to increase.The problem of bringing is car accident quantity It is constantly soaring.It is most also generally the maximum traffic violation of harmfulness, more than 90% particularly serious friendship that overspeed of vehicle traveling, which is, Interpreter's event is relevant with hypervelocity.Because driving over the speed limit greatly prolongs braking distance, the processing crisis time greatly shortens, and driver runs into Often it is caught unprepared when dangerous.Meanwhile, driving over the speed limit also easily makes one fatigue, because chance of overtaking other vehicles increases, and vehicular gap shortens, The energy expenditure for driving human psychological and body is greatly increased.Drive over the speed limit and also increase the working strength and operating load of vehicle, Component wear is exacerbated, tyre temperature can particularly raised and triggers accident etc. of blowing out, is sentenced so being badly in need of vehicle traveling hypervelocity Determine technology.Therefore, China sets different road driving speed limits according to different sections of highway, different time sections.
Current vehicle is largely mounted with the Big Dipper/gps satellite positioner, and this is to realize whether software approach judges vehicle Hypervelocity brings opportunity.This method is on the basis of existing satellite positioning device, and design monitoring software realizes Vehicle Speed Monitor in real time and can determine that whether vehicle exceeds the speed limit in this running section, this greatly reduces vehicle monitoring cost.It is existing In technology, judge whether vehicle exceeds the speed limit using the location information collected according to the Big Dipper/gps satellite alignment system extensively. But, the drift of the Big Dipper/gps satellite positioning signal and low sampling rate influence the accuracy of location data, so as to be difficult to judge car Whether exceed the speed limit.
The content of the invention
It is an object of the invention to provide a kind of hypervelocity method of discrimination based on Hidden Markov road network, described this The drift of satellite positioning signal in the prior art will be solved and low by planting the hypervelocity method of discrimination based on Hidden Markov road network The technical problem that sample rate influence overspeed of vehicle judges.
A kind of hypervelocity method of discrimination based on Hidden Markov road network of the present invention, including one obtain from satellite and position The process of data, during the acquisition location data from satellite, comprises the following steps:
Step one:The optimal running section of vehicle is found out using Hidden Markov road network algorithm;
Step 2:The details of vehicle running section, including speed limit size are found out using electronic map, car is therefrom found out The path of traveling simultaneously obtains the maximum travelling speed in these paths, corresponding road section speed limit is obtained from road speed limit database big It is small;
Step 3:From satellite obtain location data in obtain Vehicle Speed, and by described Vehicle Speed with The speed limit in the section is compared, and is differentiated to whether vehicle traveling exceeds the speed limit.
Further, comprise the steps in described step one:
The step of one calculating observation probability, first by anchor point ztIn each road closed on riOn possibility definition For observation probability p (zt|ri), it is assumed that point ztSubpoint to each road is xt,i, the great circle of coordinate points and candidate's subpoint away from From for | | zt,i-xt,i||greatcircle, anchor point zt+1Subpoint to each road is xt+1,j, subpoint xt,iTo subpoint xt+1,jVehicle operating range is referred to as being designated as | | xt+1,j-xt.i||route,
Assuming that position error is obeys the Gaussian Profile of zero-mean, then observation probability is:
Wherein σzFor anchor point ztStandard error;
The step of one calculating initial observation probability, utilize initial observation probability πiRepresent before road network near Section in find out probability of the vehicle in this section, have with first fix data points as the starting point of initial observation probability πi=p (z1|ri),
The step of calculating road transition probability, represents that vehicle exists between moment t to moment t+1 using road transition probability The transition probability between road is matched, p (q are expressed ast+1=rj|qt=ri), definition draws base respectively in terms of distance and speed two In the transition probability p of anchor point distancel(qt+1=rj|qt=ri) and based on the transition probability p for positioning spot speedv(qt+1=rj|qt =ri):
pv(qt+1=rj|qt=ri)=V (ri→rj).F(ri→rj) (3)
Wherein,
I in formula*,j*The real running section of vehicle is represented, β is used to adjust dtInfluence to result Size, sets β=mediant(||ri-rj| |)/ln (2),
U represents the section number around t anchor point, | | zt-zt+1||EuclidenceDis tan ceRepresent earth surface arc Linear distance, e'u.v the maximal rate in section is represented,Represent average speed, F (ri→rj) represent between former and later two time points Observation station and real candidate point information, when both distance more near then transition probabilities it is bigger, V (ri→rj) represent former and later two The rate information at time point, when the more similar then probability of the intensity of variation of Mean Speed and maximum rate is bigger;
The step of calculating vehicle optimal running section, is calculated using above-mentioned formula (1), formula (2) and viterbi algorithm The optimal path travelled to vehicle, the path one status switch of correspondence, so that the optimal section of vehicle traveling is inferred to, in institute T state is calculated in the viterbi algorithm stated for the probability in i all single paths and maximum max (δ are therefrom found outt (i)), using formula (2) as path transition probability, and likelihood is setWhen the phase of each path probability of t Use formula (3) as the path transition probability at the moment when being less than the threshold value of setting like rate, then obtain the another set moment Path probability and therefrom select maximum probability, repeated the above steps at the t+1 moment, calculating all observation probabilities and transfer is general After rate, the best match road at last moment is determined, and the first moment vehicle is reversely released to last moment vehicle with this The best matching path of traveling, finally exports the optimal running section of vehicle of vehicle traveling.
Further, in described step two, each sections of road speed limit database is set up.
Further, in described step three, when the speed that vehicle is travelled is more than the section speed limit, driver has been pointed out Through hypervelocity.
It is to reduce the important technology guarantee of vehicle safety accident rate that hypervelocity, which differentiates, is using computer software technology as base Plinth, the Data Analysis Services technology whether vehicle exceeds the speed limit is judged by particular model and algorithm.According to the Big Dipper/gps satellite positioning The location information that system acquisition is obtained, reduces the influence that drift and low sampling rate are brought, by vehicle driving trace using algorithm It is fitted on corresponding section, the speed limit size that Vehicle Speed then is obtained into corresponding road section with retrieval is contrasted, finally Judge whether vehicle traveling exceeds the speed limit.
HMM proposed by the present invention can effectively reduce position error and accurately find out vehicle The best matching path of traveling.Then according to set up national road speed limit size database, by the speed of vehicle travel The maximum travelling speed of degree and the road, which is compared, obtains the conclusion whether vehicle traveling exceeds the speed limit, if hypervelocity is so by leading Boat device reminds driver vehicle to exceed the speed limit.The present invention is using software engineering to the vehicle travelled on different sections of highway in difference Whether the period, which exceeds the speed limit, is differentiated, substantially increase hypervelocity differentiation rate, and can real-time reminding driver whether exceed the speed limit, from And reduce the incidence of accident.
The present invention compares with prior art, and its effect is positive and obvious.The present invention is in existing satellite positioning device On the basis of, realize that Vehicle Speed monitors and can determine that whether vehicle exceeds the speed limit in this running section in real time, protecting Hold the cost that vehicle monitoring is reduced on the basis of high-accuracy.
Brief description of the drawings
Fig. 1 is the schematic diagram of the hypervelocity method of discrimination based on Hidden Markov road network of the present invention.
Embodiment
Embodiment 1:
As shown in figure 1, a kind of hypervelocity method of discrimination based on Hidden Markov road network of the present invention, including one from defending Star obtains the process of location data, during the acquisition location data from satellite, comprises the following steps:
Step one:The optimal running section of vehicle is found out using Hidden Markov road network algorithm;
Step 2:The details of vehicle running section are found out using electronic map, and therefrom find sections of road most Big speed.
Step 3:From satellite obtain location data in obtain Vehicle Speed, and by described Vehicle Speed with The speed limit in the section is compared, and is differentiated to whether vehicle traveling exceeds the speed limit.
Further, comprise the steps in described step one:
1. calculating observation probability:
Anchor point ztReally in each road closed on riOn possibility, be defined as observation probability p (zt|ri);Assuming that Point ztSubpoint to each road is xt,i, the great-circle distance of coordinate points and candidate's subpoint is | | zt,i-xt,i||greatcircle。 Anchor point zt+1Subpoint to each road is xt+1,j, subpoint xt,iTo subpoint xt+1,jVehicle operating range is referred to as " path Distance " is designated as | | xt+1,j-xt.i||route
Assuming that position error is obeys the Gaussian Profile of zero-mean, then observation probability is:
Wherein σzFor anchor point ztStandard error.
2. calculate initial observation probability:
Initial observation probability πiRepresent before road network, vehicle is found out from neighbouring section in the general of this section Rate.Generally there is π as the starting point of initial observation probability with first anchor pointi=p (z1|ri)。
3. calculate road transition probability:
Transition probability refers to transition probability of the vehicle between matching road between moment t to moment t+1, is expressed as p (rj|ri).The present invention does not consider the information between observation station, and passage path show that road transfering probability distribution is apart from distance:
pv(qt+1=rj|qt=ri)=V (ri→rj).F(ri→rj) (3)
WhereinI in formula*,j*Represent the real running section of vehicle.β is used to adjust dtTo result Influence size.General setting β=mediant(||ri-rj||)/ln(2)。
U represents the section number around t anchor point, | | zt-zt+1||EuclidenceDistanceRepresent earth surface camber line Distance.e'u.v the maximal rate in section is represented,Represent average speed, F (ri→rj) represent between former and later two time points The information of anchor point and real candidate point, when both more near then transition probabilities of distance are bigger.V(ri→rj) when representing former and later two Between the rate information put, when the more similar then probability of the intensity of variation of Mean Speed and maximum rate is bigger.
4. export the optimal running section of vehicle
The optimal path for obtaining vehicle traveling is calculated using formula (1), formula (2) and viterbi algorithm.Viterbi is utilized The thought of Dynamic Programming obtains maximum probability path i.e. optimal path, and this paths correspond to a status switch, so as to infer Go out the optimal section of vehicle traveling.
Need to calculate t state for the probability in i all single paths in viterbi algorithm and therefrom find out most Big value max (δt(i)), it is contemplated that the problem of amount of calculation, using formula (2) as road transition probability, but when path probability phase The optimal path and actual path matching precision that difference is drawn when smaller according to the calculating transition probability be not high.Due to being shifted in calculating Probability is continuously multiplied and causes obtained single path probability less and less, so needing to introduce the concept of a likelihood.If Likelihood, then think therefrom to sentence when the likelihood of t each path probability is less than the threshold value of setting Break and optimal path, it is necessary to using formula (3) as the road transition probability at the moment because formula (3) introduce velocity standard can More accurately to obtain road transition probability.Then obtain the path probability of another set t and therefrom select maximum probability. The t+1 moment repeats the above steps.
After all observation probabilities and transition probability are calculated, the best match road at last moment is determined, and with this The best matching path that the first moment vehicle is travelled to last moment vehicle is reversely released, final output vehicle most preferably travels road Section.
Step 2: setting up the database of each section maximum travelling speed.
Step 3: the speed and the speed in the section that are obtained using the GPS/ Big Dippeves are contrasted, whether vehicle traveling is surpassed Speed is differentiated.

Claims (3)

1. a kind of hypervelocity method of discrimination based on Hidden Markov road network, including from the process of satellite acquisition location data, It is characterized in that:During the acquisition location data from satellite, comprise the following steps:
Step one:The optimal running section of vehicle is found out using Hidden Markov road network algorithm;Also wrapped in described step one Include following step:
The step of one calculating observation probability, first by anchor point ztIn each road closed on riOn possibility be defined as see Survey Probability p (zt|ri), it is assumed that point ztSubpoint to each road is xt,i, the great-circle distance of coordinate points and candidate's subpoint is | |zt,i-xt,i||greatcircle, anchor point zt+1Subpoint to each road is xt+1,j, subpoint xt,iTo subpoint xt+1,jCar Operating range is referred to as being designated as | | xt+1,j-xt.i||route,
Assuming that position error is obeys the Gaussian Profile of zero-mean, then observation probability is:
<mrow> <mi>p</mi> <mrow> <mo>(</mo> <msub> <mi>z</mi> <mi>t</mi> </msub> <mo>|</mo> <msub> <mi>r</mi> <mi>i</mi> </msub> <mo>)</mo> </mrow> <mo>=</mo> <mfrac> <mn>1</mn> <mrow> <msqrt> <mrow> <mn>2</mn> <mi>&amp;pi;</mi> </mrow> </msqrt> <msub> <mi>&amp;sigma;</mi> <mi>z</mi> </msub> </mrow> </mfrac> <msup> <mi>e</mi> <mrow> <mo>-</mo> <mn>0.5</mn> <msup> <mrow> <mo>(</mo> <mfrac> <mrow> <mo>|</mo> <mo>|</mo> <msub> <mi>z</mi> <mrow> <mi>t</mi> <mo>,</mo> <mi>i</mi> </mrow> </msub> <mo>-</mo> <msub> <mi>x</mi> <mrow> <mi>t</mi> <mo>,</mo> <mi>i</mi> </mrow> </msub> <mo>|</mo> <msub> <mo>|</mo> <mrow> <mi>g</mi> <mi>r</mi> <mi>e</mi> <mi>a</mi> <mi>t</mi> <mi>c</mi> <mi>i</mi> <mi>r</mi> <mi>c</mi> <mi>l</mi> <mi>e</mi> </mrow> </msub> </mrow> <msub> <mi>&amp;sigma;</mi> <mi>z</mi> </msub> </mfrac> <mo>)</mo> </mrow> <mn>2</mn> </msup> </mrow> </msup> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>1</mn> <mo>)</mo> </mrow> </mrow>
Wherein σzFor anchor point ztStandard error,
The step of one calculating initial observation probability, utilize initial observation probability πiRepresent before road network from neighbouring road Probability of the vehicle in this section is found out in section, has π as the starting point of initial observation probability with first fix data pointsi= p(z1|ri);
The step of one calculating road transition probability, represent that vehicle exists between moment t to moment t+1 using road transition probability The transition probability between road is matched, p (q are expressed ast+1=rj|qt=ri), wherein qtFor the running section of t automobile, from away from From definition draws transition probability p with a distance from based on anchor point respectively with the aspect of speed twol(qt+1=rj|qt=ri) and based on positioning The transition probability p of spot speedv(qt+1=rj|qt=ri):
<mrow> <msub> <mi>p</mi> <mi>l</mi> </msub> <mrow> <mo>(</mo> <msub> <mi>q</mi> <mrow> <mi>t</mi> <mo>+</mo> <mn>1</mn> </mrow> </msub> <mo>=</mo> <msub> <mi>r</mi> <mi>j</mi> </msub> <mo>|</mo> <msub> <mi>q</mi> <mi>t</mi> </msub> <mo>=</mo> <msub> <mi>r</mi> <mi>i</mi> </msub> <mo>)</mo> </mrow> <mo>=</mo> <msup> <mi>&amp;alpha;e</mi> <mrow> <mo>-</mo> <msub> <mi>&amp;beta;d</mi> <mi>t</mi> </msub> </mrow> </msup> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>2</mn> <mo>)</mo> </mrow> </mrow>
pv(qt+1=rj|qt=ri)=V (ri→rj).F(ri→rj) (3)
Wherein,
Wherein dtRepresent t subpointTo subpointOperating range, i in formula*,j*Point I-th of real section and j-th of real section are not represented, and β is used to adjust dtInfluence size to result, sets β=mediant (||ri-rj| |)/ln (2),
<mrow> <mi>F</mi> <mrow> <mo>(</mo> <msub> <mi>r</mi> <mi>i</mi> </msub> <mo>&amp;RightArrow;</mo> <msub> <mi>r</mi> <mi>j</mi> </msub> <mo>)</mo> </mrow> <mo>=</mo> <mfrac> <mrow> <mo>|</mo> <mo>|</mo> <msub> <mi>z</mi> <mi>t</mi> </msub> <mo>-</mo> <msub> <mi>z</mi> <mrow> <mi>t</mi> <mo>+</mo> <mn>1</mn> </mrow> </msub> <mo>|</mo> <msub> <mo>|</mo> <mrow> <mi>E</mi> <mi>u</mi> <mi>c</mi> <mi>l</mi> <mi>i</mi> <mi>d</mi> <mi>e</mi> <mi>a</mi> <mi>n</mi> <mi>D</mi> <mi>i</mi> <mi>s</mi> <mi>tan</mi> <mi>c</mi> <mi>e</mi> </mrow> </msub> </mrow> <mrow> <mo>|</mo> <mo>|</mo> <msub> <mi>r</mi> <mi>i</mi> </msub> <mo>-</mo> <msub> <mi>r</mi> <mi>j</mi> </msub> <mo>|</mo> <msub> <mo>|</mo> <mrow> <mi>r</mi> <mi>o</mi> <mi>u</mi> <mi>t</mi> <mi>e</mi> </mrow> </msub> </mrow> </mfrac> </mrow>
<mrow> <mi>V</mi> <mrow> <mo>(</mo> <msub> <mi>r</mi> <mi>i</mi> </msub> <mo>&amp;RightArrow;</mo> <msub> <mi>r</mi> <mi>j</mi> </msub> <mo>)</mo> </mrow> <mo>=</mo> <mfrac> <mrow> <msubsup> <mi>&amp;Sigma;</mi> <mrow> <mi>u</mi> <mo>=</mo> <mn>1</mn> </mrow> <mi>k</mi> </msubsup> <mrow> <mo>(</mo> <msubsup> <mi>e</mi> <mi>u</mi> <mo>&amp;prime;</mo> </msubsup> <mo>.</mo> <mi>v</mi> <mo>&amp;times;</mo> <msub> <mover> <mi>v</mi> <mo>&amp;OverBar;</mo> </mover> <mrow> <mi>i</mi> <mi>j</mi> </mrow> </msub> <mo>)</mo> </mrow> </mrow> <mrow> <msqrt> <mrow> <msubsup> <mi>&amp;Sigma;</mi> <mrow> <mi>u</mi> <mo>=</mo> <mn>1</mn> </mrow> <mi>k</mi> </msubsup> <msup> <mrow> <mo>(</mo> <msubsup> <mi>e</mi> <mi>u</mi> <mo>&amp;prime;</mo> </msubsup> <mo>.</mo> <mi>v</mi> <mo>)</mo> </mrow> <mn>2</mn> </msup> </mrow> </msqrt> <mo>&amp;times;</mo> <msqrt> <mrow> <msubsup> <mi>&amp;Sigma;</mi> <mrow> <mi>u</mi> <mo>=</mo> <mn>1</mn> </mrow> <mi>k</mi> </msubsup> <msup> <mrow> <mo>(</mo> <msub> <mover> <mi>v</mi> <mo>&amp;OverBar;</mo> </mover> <mrow> <mi>i</mi> <mi>j</mi> </mrow> </msub> <mo>)</mo> </mrow> <mn>2</mn> </msup> </mrow> </msqrt> </mrow> </mfrac> </mrow>
U represents the section number around t anchor point, | | zt-zt+1||EuclidenceDistanceEarth surface camber line distance is represented, e'u.v the maximal rate in section is represented,Represent average speed, F (ri→rj) represent observation station between former and later two time points With the information of real candidate point, when both distance more near then transition probabilities it is bigger, V (ri→rj) represent former and later two time points Rate information, when the more similar then probability of the intensity of variation of Mean Speed and maximum rate is bigger;
The step of one calculating vehicle optimal running section, calculated using above-mentioned formula (1), formula (2) and viterbi algorithm The optimal path travelled to vehicle, the path one status switch of correspondence, so that the optimal section of vehicle traveling is inferred to, in dimension Spy is than calculating t state for the probability in i all single paths and therefrom finding out maximum max (δ in algorithmt(i)), make With formula (2) as path transition probability, and set likelihoodWherein a, b represent that t vehicle match is arrived respectively Probability on two paths, use formula (3) to be used as this when the likelihood of t each path probability is less than the threshold value of setting The path transition probability at moment, then obtained the path probability at another set moment and therefrom selects maximum probability, at the t+1 moment Repeat the above steps, after all observation probabilities and transition probability is calculated, determine the best match road at last moment, and The best matching path that the first moment vehicle is travelled to last moment vehicle is reversely released with this, the car of vehicle traveling is finally exported Optimal running section;
Step 2:The details of vehicle running section are found out using electronic map, and therefrom find the maximum speed of sections of road Degree;
Step 3:From satellite obtain location data in obtain Vehicle Speed, and by described Vehicle Speed and the road The speed limit of section is compared, and is differentiated to whether vehicle traveling exceeds the speed limit.
2. the hypervelocity method of discrimination according to claim 1 based on Hidden Markov road network, it is characterised in that:It is described The step of two in, set up each sections of road speed limit database.
3. the hypervelocity method of discrimination according to claim 1 based on Hidden Markov road network, it is characterised in that:It is described The step of three in, vehicle travel speed be more than the section speed limit when, point out driver exceeded the speed limit.
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