CN109272760A - A kind of online test method of SCATS system detector data outliers - Google Patents

A kind of online test method of SCATS system detector data outliers Download PDF

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CN109272760A
CN109272760A CN201811213599.1A CN201811213599A CN109272760A CN 109272760 A CN109272760 A CN 109272760A CN 201811213599 A CN201811213599 A CN 201811213599A CN 109272760 A CN109272760 A CN 109272760A
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traffic flow
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CN109272760B (en
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常伟
徐甲
袁鑫良
金盛
金峻臣
蒋立靓
秦俊峰
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Yinjiang Technology Co.,Ltd.
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Enjoyor Co Ltd
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    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
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Abstract

A kind of online test method of SCATS system detector data outliers, its step are as follows: (1) SCATS system data is extracted from database, and by intersection number, detector number, chronological order arrangement;(2) judgement that the road traffic flow data of extraction are carried out with zero data will continuously be that zero time span is classified as abnormal data beyond the zero data of time interval in traffic flow data, other are classified as normal data;(3) normal data after progress zero data judgement is carried out to the judgement of abnormal data, above-mentioned normal data is examined through magnitude of traffic flow threshold test, traffic flow parameter consistency check, magnitude of traffic flow statistical law respectively, meeting test stone is normal data, and not meeting test stone is abnormal data.Validity, the accuracy of present invention guarantee detection data, it is ensured that the normal performance of SCATS system function improves the operational effect of system.

Description

A kind of online test method of SCATS system detector data outliers
Technical field
The invention belongs to field of traffic control, are related to a kind of on-line checking side of SCATS system detector data outliers Method.
Background technique
With the popularization of intelligent transportation system, city intelligent traffic signal control system is using more and more extensive.Intelligence is handed over Messenger control system and a main distinction of traditional control system are to acquire real-time road traffic data, transmission, locate Technical application in reason and storing process.With being constantly progressive for data acquisition technology, whistle control system control range is more next Bigger, the information category of acquisition is more and more, and data volume is also increasing.In the acquisition of Traffic Information data, transmits and deposit It is inevitable in highway traffic data due to detector device failure, communication failure and software operation emergency event etc. during storage Comprising some mistakes, the data of loss and exception, validity, the accuracy of data are influenced.If directlying adopt these with quality The data of problem will can generate certain influence to whistle control system on-road efficiency.Data Preprocessing Technology is by adopting The initial data collected is handled, and identifies the simultaneously defective in quality data of mending tape, while supplementing detection system and failing to acquire The road traffic flow parameter information arrived, to guarantee the validity, accuracy and integrality of detection system detection data.
The adaptive traffic control system in Sydney (Sydney Coordinated Adaptive Traffic System, letter Claim SCATS or abbreviation SCATS system), by New South Wales,Australia road traffic office, the 1970s, research is opened Hair is one of current several advanced urban traffic signal control systems rare in the world.Ring coil detector is due to it The advantages that technology maturation, performance are stable, cost is relatively low, is widely used in city intelligent traffic signal control system, is mesh Most road traffic sensors are applied on former world.When vehicle passes through loop coil (the hereinafter referred to as line that is embedded under road surface Circle) when can cause the variation of coil magnetic field, detector calculates flow, saturation degree, Period Start Time and the length of vehicle accordingly The traffic parameters such as degree, and it is uploaded to central control system, to meet the needs of traffic control system.Coil checker is usually embedded Under the road surface before the Way in stop line of intersection.SCATS letter control system can be detected according to coil checker Vehicle flowrate and saturation degree, dynamic adjust control parameter.Saturation degree is that SCATS system is acquired according to coils such as flow and time headways Master data the data that are calculated are further processed, theoretically have positively related relationship with flow, therefore respectively with saturation Degree and flow draw the binary crelation figure of the two as reference axis, and approximate linear relationship should be presented under normal circumstances.About line The detection of circle operating condition is all being all the time a regular works as equipment O&M link by manually performing, action Also being only to look at detector has no signal to pass back and registered, and can not judge coil whether pass back it is normal, be able to reflect reality The workable data of border traffic condition.
Loop data quality is seldom studied as a problem in science or technical problem, and existing research is mostly to use The relationship boundary of saturation degree and flow is arranged to judge exceptional data point in the method linearly returned to.However such method can only needle Dynamic data exchange manual operations to each coil, it is difficult to which automation executes in batches, and it is even more impossible to utilize machine learning method to more The data problem of subdivision is diagnosed.
Summary of the invention
The object of the present invention is to provide a kind of SCATS system detector data outliers online test methods, pass through research Ring coil detector detection before being installed on intersection entrance driveway stop line in SCATS intelligent traffic signal control system The preprocess method of data, to guarantee validity, the accuracy of detection data, it is ensured that the normal performance of SCATS system function mentions The operational effect of high system.
The technical solution adopted by the present invention is that:
A kind of online test method of SCATS system detector data outliers, its step are as follows:
(1) SCATS system data is extracted from database, and by intersection number, detector number, chronological order Arrangement;
(2) judgement that the road traffic flow data of extraction are carried out with zero data, will continuously be zero in traffic flow data Time span be classified as abnormal data beyond the zero data of time interval, other are classified as normal data;
(3) judgement that the normal data after progress zero data judgement is carried out to abnormal data, above-mentioned normal data is distinguished It is examined through magnitude of traffic flow threshold test, traffic flow parameter consistency check, magnitude of traffic flow statistical law, meets test stone For normal data, not meeting test stone is abnormal data.The pretreatment of the data of road traffic flow of the invention be through Abnormal data judgement is carried out after zero passage data judging again, and abnormal data judgement is needed by magnitude of traffic flow threshold test, handed over Through-current capacity parameter consistency is examined, magnitude of traffic flow statistical law is examined, to guarantee validity, the accuracy of detection data, it is ensured that The normal performance of SCATS system function, improves the operational effect of system.
Further, as follows the step of the judgement of zero data in step (2):
In low road traffic flow, the arrival of vehicle is random, obedience Poisson distribution, then time headway is exactly Quantum condition entropy;Poisson distribution fundamental formular are as follows:
In formula: P (k)-reaches the probability of k vehicle in counting interval t;
λ-unit interval average arrival rate (/s);
The each counting interval duration (s) of t-;
E-natural logrithm bottom, takes 2.71828;
By formula (1) it is found that the probability for reaching (k=0) without vehicle in counting interval t is
P (0)=e-λt (2)
Above formula shows to be spaced in t in the specific time, such as reaches without vehicle, then upper train reaches between the arrival of lower train, Time headway at least t, that is to say, that P (0) is also the probability that time headway is equal to or more than t, then
P (h >=t)=e-λt (3)
Then probability of the time headway less than t is then
P (h < t)=1-e-λt (4)
If Q indicates the volume of traffic hourly, λ=Q/3600, formula (4) can be write as
P (h < t)=1-e-Qt/3600 (5)
It can be obtained by formula (5)
Corresponding probability threshold value p is set, if the time span h that the road Traffic Volume data of detection are continuously zero is greater than meter Obtained time interval t, then the zero data of the preliminary judgement period is problem data;With f (t) indicate to continuously be zero number According to judging result, as shown in formula (7):
Further, the probability threshold value p and magnitude of traffic flow Q should be set according to different traffic flows per hour.Due to handing over Through-flow randomness has very big difference under different traffic flow modes, such as the position of intersection, morning peak, evening peak, flat The case where peak and traffic congestion and non-congestion.Therefore corresponding probability threshold value p and traffic per hour should be set according to various situations Flow Q, differentiates zero data.
Further, by obtained time interval t and green light signals time length comparison, if the magnitude of traffic flow number in some period According to more than multiple periods being all continuously zero, can tentatively study and judge as abnormal data;In this period, if it is above-mentioned many places or more occur Situation, it may be determined that this detector is abnormal;If data are normal in time period, continuous multiple weeks that statistical detector records in one day It more than the phase is all the sum of zero data, compared with the total amount of data of detector one day record, if zero data amount accounting is more than sum According to the 1/3 of amount, it may be determined that this detector is abnormal.
Further, the magnitude of traffic flow threshold test in step (3) includes:
The maximum value y that the road traffic flow data that fixed location detects are likely to occur there are onemax, minimum value It is 0, if road traffic flow data are (0, ymax) it is then normal data in range, if road traffic flow data are more than ymaxThen For abnormal data.
Further, the maximum value y for the road traffic flow data that fixed location detectsmaxAs shown in formula (8):
In formula: qsThe saturation volume rate that can occur during the signals such as-every lane road
PHASE-long green light time, i.e., a certain period green light show duration
If (the road traffic flow data detected in unit s) are in threshold value (0, q by long green light time Ts* T/3600) in range It is then normal data;If more than qs* T/3600, then it is assumed that traffic flow data is abnormal data.
Further, the traffic flow parameter consistency check in step (3) includes:
1. when the road traffic flow of detection and DS are simultaneously zero, then the road traffic flow is normal data, if two Person is not zero simultaneously, then it is assumed that the road traffic flow of detection is abnormal data;
2. set DS a max-thresholds, if detection road traffic flow between 0 and max-thresholds, the road The magnitude of traffic flow is normal data, if being more than max-thresholds, then it is assumed that the road traffic flow of detection is abnormal data;
Wherein DS=[green- (unused green)]/green (9)
Green: a certain period green light shows duration, unused green: greater than or less than every lane standard following distance when Between;DS is to refer to that the green time utilized by wagon flow and green light show the ratio between time, value used in SCATS " saturation degree " For the numerator value of percentage.
Further, the traffic flow statistics rule in step (3), which is examined, includes:
1. can be obtained by (9) formula and traffic flow statistics rule: the safe minimum of standard following distance average time
In formula: PHASE-long green light time, i.e., a certain period green light show duration
DS-saturation degree
The vehicle flowrate detected during VOLUME-green light
ThThe average time of expression standard following distance, ThThere are a safe minimums, if ThLess than the safe minimum, The road traffic flow for then thinking detection is abnormal data, if ThGreater than the safe minimum, then it is assumed that the road traffic of detection Flow is normal data;
2. if synchronization, wherein a certain lane of the detector of the same same phase in crossing inlet road detection compared with When the traffic flow data of fractional value and the larger value of traffic flow data in other lanes differ by more than certain numerical value, determine The road traffic flow of the fractional value is abnormal data;If synchronization, the detector of the same same phase in crossing inlet road The road traffic flow data difference of detection is less than the numerical value of the restriction, determines that the road traffic flow of the fractional value is normal Data.
Further, the SCATS system data include intersection number, detector number, the date, start time in period, Long green light time, saturation degree, flow.
Beneficial effects of the present invention: by being installed on intersection in research SCATS intelligent traffic signal control system The preprocess method of ring coil detector detection data before entrance driveway stop line, to guarantee validity, the standard of detection data True property, it is ensured that the normal performance of SCATS system function improves the operational effect of system.
Detailed description of the invention
Fig. 1 is flow diagram of the invention.
Specific embodiment
Next combined with specific embodiments below invention is further explained, but does not limit the invention to these tools Body embodiment.One skilled in the art would recognize that present invention encompasses may include in Claims scope All alternatives, improvement project and equivalent scheme.
Rejecting outliers are carried out with the SCATS whistle control system data instance of certain urban road intersection referring to Fig. 1.
A kind of online test method of SCATS system detector data outliers, its step are as follows:
1. data sorting
(1), the original SCATS data of Coil Detector are extracted from database, the SCATS system data includes intersecting Mouth number, detector number, date, start time in period, long green light time, saturation degree, flow, data are numbered by intersection, Detector number, date-time successively successively sort.Specific sequence is as shown in table 1:
Table 1
(2), by the reading data to have sorted into program.
It will continuously be zero in traffic flow data 2. pair road traffic flow data extracted carry out the judgement of zero data Time span is classified as abnormal data beyond the zero data of time interval, other are classified as normal data;Specific step is as follows:
(1), the basic knowledge run according to road traffic flow, in low road traffic flow, the arrival of vehicle is Random, Poisson distribution is obeyed, then time headway is exactly quantum condition entropy.Poisson distribution fundamental formular are as follows:
In formula: P (k)-reaches the probability of k vehicle in counting interval t;
λ-unit interval average arrival rate (/s);
The each counting interval duration (s) of t-;
E-natural logrithm bottom, takes 2.71828.
By formula (1) it is found that the probability for reaching (k=0) without vehicle in counting interval t is
P (0)=e-λt (2)
Above formula shows to be spaced in t in the specific time, such as reaches without vehicle, then upper train reaches between the arrival of lower train, Time headway at least t, that is to say, that P (0) is also the probability that time headway is equal to or more than t, then
P (h >=t)=e-λt (3)
Then probability of the time headway less than t is then
P (h < t)=1-e-λt (4)
If Q indicates the volume of traffic hourly, λ=Q/3600, formula (4) can be write as
P (h < t)=1-e-Qt/3600 (5)
By above-mentioned analysis, the probability that an at least vehicle reaches in time interval t can be obtained.According to daytime and night Concrete condition determines suitable probability threshold value, obtains corresponding time interval t, if record traffic data be continuously zero when Between span be more than t, can tentatively study and judge as abnormal data, abnormal data screening when in this, as road traffic flow data being zero Criterion.
(2), the judgement of zero data:
It can be obtained by formula (5)
Due to the randomness of traffic flow, very big difference is had under different traffic flow modes, position, morning such as intersection The case where peak, evening peak, flat peak and traffic congestion and non-congestion, therefore corresponding probability threshold should be set according to various situations Value, differentiates zero data.If the time span h that the traffic data of detection is continuously zero is greater than t, can be with preliminary judgement Zero data is problem data;It is indicated to the continuous judging result for zero data, as shown in formula (7) with f (t):
Specific example is as follows:
If probability threshold value p=0.9, the corresponding flat peak hourly traffic volume of urban road takes Q=400/h, and (value is more herein Smaller value in the flat peak hourly traffic volume data of a detector), time interval is calculatedIt is corresponding Urban road ebb hourly traffic volume takes Q=100/h (herein in the ebb hourly traffic volume data of the multiple detectors of value Smaller value), obtain time interval t=37.8 (s).It is found that urban road intersection lane is being handed over compared with green light signals duration There should be vehicle to pass through during each green light when logical peak or flat peak, in traffic ebb, continuous two signal period green lights Period should have vehicle to pass through.Result is calculated value herein, and specific value should also position according to intersection, specific road Traffic condition determines.We are using continuous three periods as standard, can if traffic flow data continuous three more than the period are all zero Tentatively study and judge as abnormal data.We take at 7 points to 22 points for a period, if occurring traffic flow data company in time period Continuous three more than the period are all zero, be can determine that as abnormal data;It, can if occurring the above above situation at 3 within this period Determine detector exception.If data are normal in time period, statistical detector recorded in one day continuous three it is more than the period all It is the sum of zero data, compared with the total amount of data of detector one day record, if zero data amount accounting is more than the 1/ of total amount of data 3, it may be determined that this detector is abnormal.If table 2 is to detect certain section of abnormal zero data example:
Table 2
The magnitude of traffic flow detected in 12 points to 13 periods herein is continuously zero, it is clear that is detector exception.
3. the normal data after progress zero data judgement to be carried out to the judgement of abnormal data, above-mentioned normal data is passed through respectively Magnitude of traffic flow threshold test, traffic flow parameter consistency check, magnitude of traffic flow statistical law are examined, and meeting test stone is Normal data, not meeting test stone is abnormal data.It is specific as follows:
(1), road traffic flow threshold test:
Since road passage capability is limited, so the road traffic flow data that fixed location detects do not exceed generally One maximum value y being likely to occurmax, and its minimum value is 0, when data screening, can consider to be more than (0, ymax) range data For abnormal data.
In formula: qsThe saturation volume rate that can occur during the signals such as-every lane road
PHASE-long green light time, i.e., a certain period green light show duration
The saturation volume rate q that can occur during setting every lane green light signalss=2000, unit veh/h.Therefore it can define (threshold range of detection flows is (0, q to long green light time T in unit s)s*T/3600).If being more than this range, then it is assumed that inspection Measured data is abnormal data.It is specific as shown in table 3:
Table 3
The threshold range of detection flows is (0,18) in first data long green light time T;Detection in Article 2 long green light time T The threshold range of flow is (0,14);The threshold range of detection flows is (0,15) in Article 3 long green light time T.Obviously these all For abnormal data.
(2), road traffic flow parameter consistency is examined:
Having an item data in the data of SCATS system record is " saturation degree " DS
DS=[green- (unused green)]/green (9)
Green: a certain period green light shows duration, unused green: greater than or is less than every lane standard following distance Time." saturation degree " (DS) used in SCATS refers to that the green time utilized by wagon flow and green light show the ratio between time. Value is the numerator value of percentage.
1. DS also should be zero when the vehicle flowrate of detection is zero;In turn when DS is zero, vehicle flowrate detected It should be zero.When the road traffic flow of detection and DS are simultaneously zero, then the road traffic flow is normal data, if the two It is not simultaneously zero, then it is assumed that detection data is abnormal data.It is specific as shown in table 4:
Table 4
Saturation degree DS and data on flows are not simultaneously zero in table, are abnormal data.
2. the value of DS has a range, taking the threshold range of DS is (0,200), if the road traffic flow saturation of detection Degree is between 0 and 200, then the road traffic flow is normal data, if more than 200, it is meant that is less than lane standard following distance Time it is cumulative and be equal to green time, that is, green time by Ultra-High Efficiency using having more one times, this is obviously unreasonable, can Think that detection data is abnormal data.It is specific as shown in table 5:
Table 5
Saturation degree DS value is more than 200 in table, is abnormal data.
(3), road traffic flow statistical law is examined:
1. can be obtained by (8) formula and traffic flow statistics rule: the safe minimum of standard following distance average time
In formula: PHASE-long green light time, i.e., a certain period green light show duration
DS-saturation degree
The vehicle flowrate detected during VOLUME-green light
ThThe average time of expression standard following distance, ThThere is a safe minimum (if being less than the value, it is believed that vehicle spacing It is too small, dangerous), take Th=1s, if Th< 1, then it is assumed that the road traffic flow data of detection are abnormal data, if Th> 1, then The road traffic flow data for thinking detection are normal data.It is specific as shown in table 6:
Table 6
Data T in tablehValue can determine that less than 1 as abnormal data.
2. if synchronization, the data of the detector of the same same phase in crossing inlet road, one of detection are zero, The data of another or another two detection are larger, when difference is more than 20, can study and judge this zero data and not conform to the actual conditions, determine the road Road traffic flow data is abnormal data.If the data of three lanes record are respectively d1, d2, d3, it is assumed that d1 zero, if | d1- D2 | > 20 or | d1-d3 | > 20, can determine that d1 be abnormal data.If difference is when being less than 20, to determine the zero data for normal number According to.It is specific as shown in table 7:
Table 7
Same intersection 123001, the detector of the same same phase of entrance driveway synchronization have JC0101, JC0102, JC0103, wherein the data of JC0101 are 0, and the data of detector JC0102 are 21, are more than threshold value 20, belong to abnormal data, The data for determining detector JC0101 acquisition are abnormal data.Intersection 123002 is similarly.

Claims (9)

1. a kind of online test method of SCATS system detector data outliers, its step are as follows:
(1) SCATS system data is extracted from database, and by intersection number, detector number, chronological order row Column;
(2) judgement that road traffic flow data are carried out with zero data, will continuously be zero time span in traffic flow data Zero data beyond time interval is classified as abnormal data, other are classified as normal data;
(3) judgement that the normal data after progress zero data judgement is carried out to abnormal data, by above-mentioned normal data respectively through handing over Through-current capacity threshold test, traffic flow parameter consistency check, magnitude of traffic flow statistical law are examined, and being positive for test stone is met Regular data, not meeting test stone is abnormal data.
2. a kind of online test method of SCATS system detector data outliers according to claim 1, feature exist In: the step of judgement of zero data, is as follows in step (2):
In low road traffic flow, the arrival of vehicle is random, obedience Poisson distribution, then time headway is exactly negative refers to Number distribution;Poisson distribution fundamental formular are as follows:
In formula: P (k)-reaches the probability of k vehicle in counting interval t;
λ-unit interval average arrival rate (/s);
The each counting interval duration (s) of t-;
E-natural logrithm bottom, takes 2.71828;
By formula (1) it is found that the probability for reaching (k=0) without vehicle in counting interval t is
P (0)=e-λt (2)
Above formula shows to be spaced in t in the specific time, such as reaches without vehicle, then upper train reaches between the arrival of lower train, headstock When away from least t, that is to say, that P (0) is also the probability that time headway is equal to or more than t, then
P (h >=t)=e-λt (3)
Then probability of the time headway less than t is then
P (h < t)=1-e-λt (4)
If Q indicates the volume of traffic hourly, λ=Q/3600, formula (4) can be write as
P (h < t)=1-e-Qt/3600 (5)
It can be obtained by formula (5)
Corresponding probability threshold value p and per hour volume of traffic Q are set, if the road Traffic Volume data of detection are continuously zero time Span h is greater than the time interval t being calculated, then determines the zero data of the period for problem data;It is indicated with f (t) to even Continue the judging result for zero data, as shown in formula (7):
3. a kind of online test method of SCATS system detector data outliers according to claim 2, feature exist Volume of traffic Q is set according to different traffic flows in: the probability threshold value p and per hour.
4. a kind of online test method of SCATS system detector data outliers according to claim 2, feature exist In: by obtained time interval t and green light signals time length comparison, if traffic flow data continuous multiple weeks in some period More than the phase all it is zero, can tentatively studies and judges as abnormal data;In this period, if there is the above above situation in many places, it may be determined that This detector is abnormal;If data are normal in time period, what statistical detector recorded in one day more than continuous multiple periods is all The sum of zero data, compared with the total amount of data of detector one day record, if zero data amount accounting is more than the 1/3 of total amount of data, It can determine this detector exception.
5. a kind of online test method of SCATS system detector data outliers described according to claim 1~one of 4, It is characterized by: the magnitude of traffic flow threshold test in step (3) includes:
The maximum value y that the road traffic flow data that fixed location detects are likely to occur there are onemax, minimum value 0, If road traffic flow data are (0, ymax) it is then normal data in range, if road traffic flow data are more than ymaxIt is then different Regular data.
6. a kind of online test method of SCATS system detector data outliers according to claim 5, feature exist In: the maximum value y for the road traffic flow data that fixed location detectsmaxAs shown in formula (8):
In formula: qsThe saturation volume rate that can occur during the signals such as-every lane road
PHASE-long green light time, i.e., a certain period green light show duration
If (the road traffic flow data detected in unit s) are in threshold value (0, q by long green light time Ts* T/3600) be then in range Normal data;If more than qs* T/3600, then it is assumed that traffic flow data is abnormal data.
7. a kind of online test method of SCATS system detector data outliers according to claim 6, feature exist In: the traffic flow parameter consistency check in step (3) includes:
1. then the road traffic flow is normal data, if the two is not when the road traffic flow of detection and DS are simultaneously zero It is simultaneously zero, then it is assumed that the road traffic flow of detection is abnormal data;
2. set DS a max-thresholds, if detection road traffic flow between 0 and max-thresholds, the road traffic Flow is normal data, if being more than max-thresholds, then it is assumed that the road traffic flow of detection is abnormal data;
Wherein DS=[green- (unused green)]/green (9)
Green: a certain period green light shows duration, unused green: greater than or less than every lane standard following distance when Between;DS is to refer to that the green time utilized by wagon flow and green light show the ratio between time, value used in SCATS " saturation degree " For the numerator value of percentage.
8. a kind of online test method of SCATS system detector data outliers according to claim 7, feature exist In: the traffic flow statistics rule inspection in step (3) includes:
1. can be obtained by (9) formula and traffic flow statistics rule: the safe minimum of standard following distance average time
In formula: PHASE-long green light time, i.e., a certain period green light show duration
DS-saturation degree
The vehicle flowrate detected during VOLUME-green light
ThThe average time of expression standard following distance, ThThere are a safe minimums, if ThLess than the safe minimum, then recognize Road traffic flow for detection is abnormal data, if ThGreater than the safe minimum, then it is assumed that the road traffic flow of detection For normal data;
2. if synchronization, the relatively decimal in wherein a certain lane of the detector detection of the same same phase in crossing inlet road When the traffic flow data of value and the larger value of traffic flow data in other lanes differ by more than certain numerical value, determine that this is small The road traffic flow of numerical value is abnormal data;If synchronization, the detector of the same same phase in crossing inlet road is detected Road traffic flow data difference be less than the numerical value of the restriction, determine the road traffic flow of the fractional value for normal number According to.
9. a kind of online test method of SCATS system detector data outliers according to claim 1, feature exist In: the SCATS system data includes intersection number, detector number, date, start time in period, long green light time, saturation Degree, flow.
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* Cited by examiner, † Cited by third party
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CN110569912A (en) * 2019-09-09 2019-12-13 自然资源部第一海洋研究所 Method for removing singular values of observation data of sea water profile
CN114973741A (en) * 2022-06-17 2022-08-30 浙江大华技术股份有限公司 Abnormal data processing method and device, storage medium and electronic device
CN116631195A (en) * 2023-07-20 2023-08-22 江西师范大学 Regional abnormality detection method based on urban sub-region hot spot crossing mining

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000036096A (en) * 1998-07-21 2000-02-02 Matsushita Electric Ind Co Ltd Traffic control method and device
EP1549092A1 (en) * 2003-12-22 2005-06-29 Nortel Networks Limited Wireless data traffic statistics
CN103903452A (en) * 2014-03-11 2014-07-02 东南大学 Traffic flow short time predicting method
CN103971520A (en) * 2014-04-17 2014-08-06 浙江大学 Traffic flow data recovery method based on space-time correlation
CN104537847A (en) * 2014-12-19 2015-04-22 上海物联网有限公司 Terrestrial magnetism vehicle detection devices having mutual diagnostic function
US20160328654A1 (en) * 2015-05-04 2016-11-10 Agt International Gmbh Anomaly detection for context-dependent data
CN106971538A (en) * 2017-04-26 2017-07-21 同济大学 A kind of method for drafting of the macroscopical parent map of Regional Road Network traffic behavior
CN107591001A (en) * 2017-09-07 2018-01-16 山东大学 Expressway Traffic Flow data filling method and system based on on-line proving

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000036096A (en) * 1998-07-21 2000-02-02 Matsushita Electric Ind Co Ltd Traffic control method and device
EP1549092A1 (en) * 2003-12-22 2005-06-29 Nortel Networks Limited Wireless data traffic statistics
CN103903452A (en) * 2014-03-11 2014-07-02 东南大学 Traffic flow short time predicting method
CN103971520A (en) * 2014-04-17 2014-08-06 浙江大学 Traffic flow data recovery method based on space-time correlation
CN104537847A (en) * 2014-12-19 2015-04-22 上海物联网有限公司 Terrestrial magnetism vehicle detection devices having mutual diagnostic function
US20160328654A1 (en) * 2015-05-04 2016-11-10 Agt International Gmbh Anomaly detection for context-dependent data
CN106971538A (en) * 2017-04-26 2017-07-21 同济大学 A kind of method for drafting of the macroscopical parent map of Regional Road Network traffic behavior
CN107591001A (en) * 2017-09-07 2018-01-16 山东大学 Expressway Traffic Flow data filling method and system based on on-line proving

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
徐程 等: "动态交通数据异常值的实时筛选与恢复方法", 《哈尔滨工程大学学报》 *
魏国荣: "基于SCATS的动态交通数据预处理方法研究", 《万方数据》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110569912A (en) * 2019-09-09 2019-12-13 自然资源部第一海洋研究所 Method for removing singular values of observation data of sea water profile
CN110569912B (en) * 2019-09-09 2022-02-01 自然资源部第一海洋研究所 Method for removing singular values of observation data of sea water profile
CN114973741A (en) * 2022-06-17 2022-08-30 浙江大华技术股份有限公司 Abnormal data processing method and device, storage medium and electronic device
CN116631195A (en) * 2023-07-20 2023-08-22 江西师范大学 Regional abnormality detection method based on urban sub-region hot spot crossing mining
CN116631195B (en) * 2023-07-20 2023-10-13 江西师范大学 Regional abnormality detection method based on urban sub-region hot spot crossing mining

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