TWI579529B - Can modify the positioning trajectory of the mileage analysis system, methods and computer program products - Google Patents
Can modify the positioning trajectory of the mileage analysis system, methods and computer program products Download PDFInfo
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本發明係一種里程分析技術方案,尤指一種可修正定位軌跡以提昇里程分析精準度之技術方案。 The invention relates to a technical solution for mileage analysis, in particular to a technical solution for correcting the positioning trajectory to improve the accuracy of mileage analysis.
在安排車輛之維修作業或車險費用時,車輛管理端多藉由車輛里程數來作為衡量之依據。而為了取得車輛里程數,習知技術係透過人工定期抄錄車表來取得里程值,惟此種作業方式效率極為不彰。 When arranging the maintenance work or auto insurance costs of the vehicle, the vehicle management terminal uses the mileage of the vehicle as the basis for measurement. In order to obtain the mileage of the vehicle, the conventional technology obtains the mileage value by manually copying the vehicle schedule, but the operation method is extremely inefficient.
為改良前述之技術問題,於另一習知技術中,則是透過安裝於車上之車機裝置來取得車輛行駛時之衛星定位座標值(例如GPS座標訊號),並透過定位座標值來計算該車輛之行駛里程數。 In order to improve the aforementioned technical problem, in another conventional technique, a satellite positioning coordinate value (for example, a GPS coordinate signal) when the vehicle is traveling is obtained through a vehicle device mounted on the vehicle, and is calculated by using the positioning coordinate value. The number of miles traveled by the vehicle.
承上,由於衛星定位座標訊號會因外來干擾源、或地理環境(例如:地下道)而影響其定位精準度,並連帶影響後續之里程計算,在長期累積下,會讓車輛實際行駛之里程數與計算所得之里程數會有相當大之差異。 According to the above, because the satellite positioning coordinate signal will affect its positioning accuracy due to external interference sources or geographical environment (such as underground tunnels), and affect the subsequent mileage calculation, the mileage that will actually be driven by the vehicle will be accumulated under long-term accumulation. There will be a considerable difference from the calculated mileage.
綜上所述,如何提供一種可解決因定位座標產生之誤差而影響後續里程計算精準度之技乃本領域亟需解決之技術 In summary, how to provide a technique that can solve the error caused by the positioning coordinates and affect the accuracy of subsequent mileage calculation is a technology that needs to be solved in the field.
為解決前揭之問題,本發明之目的係提供一種可修正定位軌 跡之里程分析技術手段。 In order to solve the problems disclosed above, the object of the present invention is to provide a correctable positioning rail Trace mileage analysis techniques.
為達上述目的,本發明提出一種可修正定位軌跡之里程分析系統。前述之系統包含定位軌跡資料庫以及定位數據修正單元。前述之定位軌跡資料庫係提供複數筆定位座標值,而與定位軌跡資料庫連接之定位數據修正單元會分析定位座標值之座標參數來判斷定位座標值是否符合異常,並對符合異常之定位座標值進行修正。 To achieve the above object, the present invention provides an mileage analysis system that can correct a positioning trajectory. The foregoing system includes a positioning trajectory database and a positioning data correction unit. The positioning trajectory database provides the plurality of locating coordinate values, and the positioning data correction unit connected with the positioning trajectory database analyzes the coordinate parameters of the locating coordinate values to determine whether the locating coordinate values meet the abnormality, and the positioning coordinates conforming to the abnormality The value is corrected.
為達上述目的,本發明提出一種可修正定位軌跡之里程分析方法。前述之方法係分析複數筆定位座標值之座標參數來判斷該等定位座標值是否符合異常,並對符合異常之該定位座標值進行修正。 In order to achieve the above object, the present invention provides a method for analyzing the mileage of a position-correctable trajectory. The foregoing method analyzes the coordinate parameters of the plurality of locating coordinate values to determine whether the locating coordinate values meet the abnormality, and corrects the locating coordinate value that meets the abnormality.
為達上述目的,本發明提出一種可修正定位軌跡之里程分析電腦程式產品。當一電腦裝置載入並執行前述電腦程式產品,可完成前述方法所述之步驟。 To achieve the above object, the present invention provides a mileage analysis computer program product that can correct a positioning trajectory. When a computer device loads and executes the aforementioned computer program product, the steps described in the foregoing method can be completed.
綜上所述,本發明提供之可修正定位軌跡之里程分析系統、方法及電腦程式產品在取得定位資訊會先行判斷是否需進行修正,得以確保後續里程計算之正確性。 In summary, the mileage analysis system, method and computer program product provided by the present invention can obtain the positioning information and determine whether correction is needed to ensure the correctness of the subsequent mileage calculation.
L0~L9‧‧‧第0個~第9個定位座標 L0~L9‧‧‧0th to 9th positioning coordinates
T1‧‧‧前定位座標 T1‧‧‧ front positioning coordinates
T2‧‧‧標的定位座標 T2‧‧‧ target positioning coordinates
TP‧‧‧投影定位座標 TP‧‧‧projection positioning coordinates
T3‧‧‧後定位座標 Positioning coordinates after T3‧‧
LA‧‧‧A車定位座標 LA‧‧‧A car positioning coordinates
LB‧‧‧B車定位座標 LB‧‧‧B car positioning coordinates
LC‧‧‧B車定位座標 LC‧‧‧B car positioning coordinates
ML1~ML4‧‧‧自學路段 ML1~ML4‧‧‧Self-study section
1‧‧‧可修正定位軌跡之里程分析系統 1‧‧‧Analysis of the trajectory analysis system
11‧‧‧定位軌跡資料庫 11‧‧‧ Positioning Track Database
12‧‧‧定位數據修正單元 12‧‧‧ Positioning data correction unit
13‧‧‧路段對應單元 13‧‧‧corresponding unit
14‧‧‧路段定位資訊收集單元 14‧‧‧Road location information collection unit
141‧‧‧路段學習單元 141‧‧‧Segment learning unit
142‧‧‧路網資料庫 142‧‧‧ Road Network Database
15‧‧‧里程計算單元 15‧‧‧ mileage calculation unit
16‧‧‧里程應用服務單元 16‧‧‧ Mileage Application Service Unit
2‧‧‧定位紀錄裝置 2‧‧‧ Positioning device
21‧‧‧控制單元 21‧‧‧Control unit
22‧‧‧定位模組 22‧‧‧ Positioning Module
23‧‧‧無線通訊模組 23‧‧‧Wireless communication module
24‧‧‧儲存單元 24‧‧‧ storage unit
圖1係為本案一實施例之可修正定位軌跡之里程分析系統之方塊示意圖。 FIG. 1 is a block diagram of a mileage analysis system capable of correcting a positioning trajectory according to an embodiment of the present invention.
圖2係為定位座標分佈示意圖。 Figure 2 is a schematic diagram of the distribution of positioning coordinates.
圖3及圖4係為本發明定義之異常定位座標態樣。 3 and 4 show the abnormal positioning coordinates defined in the present invention.
圖5係為本發明之自學路段示意圖。 Figure 5 is a schematic diagram of the self-learning section of the present invention.
圖6係為為本發明之里程分析方法之定位座標修正流程圖。 FIG. 6 is a flow chart for correcting the positioning coordinates of the mileage analysis method of the present invention.
圖7係為本發明之里程分析方法尋找與定位匹配路段之流程圖。 FIG. 7 is a flow chart of the matching and finding matching section of the mileage analysis method of the present invention.
圖8係為本發明之里程分析方法之里程計算流程圖。 FIG. 8 is a flow chart of mileage calculation of the mileage analysis method of the present invention.
圖9係為本發明之里程分析方法之自學路段流程圖。 FIG. 9 is a flow chart of the self-learning section of the mileage analysis method of the present invention.
以下將描述具體之實施例以說明本發明之實施態樣,惟其並非用以限制本發明所欲保護之範疇。 The specific embodiments are described below to illustrate the embodiments of the invention, but are not intended to limit the scope of the invention.
請參閱圖1,其為本發明之可修正定位軌跡之里程分析系統1之方塊示意圖。前述之里程分析系統包含定位軌跡資料庫11、定位數據修正單元12、路段對應單元13、路段定位資訊收集單元14、路段學習單元141、路網資料庫142、里程計算單元15,以及里程應用服務單元16。 Please refer to FIG. 1 , which is a block diagram of the mileage analysis system 1 of the present invention. The foregoing mileage analysis system includes a positioning trajectory database 11, a positioning data correction unit 12, a road segment corresponding unit 13, a road segment positioning information collecting unit 14, a road segment learning unit 141, a road network database 142, a mileage calculation unit 15, and an mileage application service. Unit 16.
前述之路段對應單元13係連接至里程計算單元15、路段定位資訊收集單元14、路網資料庫142以及定位數據修正單元12。里程計算單元15係連接至里程應用服務單元16。路網學習單元係連接至路段定位資訊收集單元14以及路段資料庫。定位數據修正單元12係連接至定位軌跡資料庫11。定位軌跡資料庫11係與外部之定位紀錄裝置2連接,以存取定位紀錄裝置2所提供之定位座標值。 The aforementioned link corresponding unit 13 is connected to the mileage calculating unit 15, the link positioning information collecting unit 14, the road network database 142, and the positioning data correcting unit 12. The mileage calculation unit 15 is connected to the mileage application service unit 16. The road network learning unit is connected to the road segment location information collecting unit 14 and the road segment database. The positioning data correction unit 12 is connected to the positioning trajectory database 11. The positioning trajectory database 11 is connected to the external positioning recording device 2 to access the positioning coordinate value provided by the positioning recording device 2.
前述之運算單元係可為硬體之運算處理器或軟體運算模組。其軟體運算模組可藉由ASP、C/C++/C#、JAVA、Python、PHP、Perl等程式語言實現之,惟其程式語言之類別不在此限。 The foregoing computing unit may be a hardware computing processor or a software computing module. The software computing module can be implemented by ASP, C/C++/C#, JAVA, Python, PHP, Perl, etc., but the category of the programming language is not limited.
前述之定位紀錄裝置2進一步包含了控制單元21、定位模組22、無線通訊模組23、以及儲存單元24。控制模組係連接前述之定位模組22、無線通訊模組23、以及儲存單元24。定位模組22為可接收定位訊號(例 如:GPS訊號)之電路模組,無線通訊模組23係可與前述之里程分析系統通訊連接之無線通訊電路,儲存單元24係提供控制模組於操作時之存取需求。前述之控制模組可選用微處理器、可程式化數位電路、單晶片等控制器。前述之定位紀錄裝置2可為車機裝置。前述之儲存單元24可為非揮發性記憶體(例如:硬碟、快閃記憶體等)。 The foregoing location recording device 2 further includes a control unit 21, a positioning module 22, a wireless communication module 23, and a storage unit 24. The control module is connected to the positioning module 22, the wireless communication module 23, and the storage unit 24. The positioning module 22 is configured to receive a positioning signal (for example) For example, the circuit module of the GPS signal, the wireless communication module 23 is a wireless communication circuit that can be connected to the aforementioned mileage analysis system, and the storage unit 24 provides the access requirements of the control module during operation. The aforementioned control module may be a microprocessor, a programmable digital circuit, a single chip controller or the like. The aforementioned positioning and recording device 2 can be a vehicle device. The aforementioned storage unit 24 may be a non-volatile memory (for example, a hard disk, a flash memory, or the like).
當使用者於駕駛過程中開啟定位紀錄裝置2時,定位紀錄裝置2可設定週期性或非週期性的經由定位模組22取得定位座標資訊,並可選擇的單筆或批次傳輸至里程分析系統之定位軌跡資料庫11。此時定位數據修正單元12於存取複數筆定位座標資訊後,分析定位座標值之座標參數來判斷定位座標值是否符合異常,並對符合異常之定位座標值進行修正。 When the user turns on the positioning and recording device 2 during the driving process, the positioning and recording device 2 can set the positioning coordinate information to be obtained periodically or non-periodically via the positioning module 22, and can be selected for single or batch transmission to the mileage analysis. The positioning trajectory database of the system 11. At this time, after accessing the plurality of locating coordinate information, the positioning data correcting unit 12 analyzes the coordinate parameter of the positioning coordinate value to determine whether the positioning coordinate value meets the abnormality, and corrects the positioning coordinate value that meets the abnormality.
進一步說明之,前述之定位數據修正單元12係選擇的依據定位座標之方向角資訊、距離資訊、或速度資訊其中至少一,以判斷定位座標是否異常。請參閱圖2,若計有n筆(n=0~9)位座標資訊(L0~L9),則相鄰二座標之方向角(A0,1、A1,2…An-1,n。)以及方向角變動值如表1所示:
系統可判斷各個方向角是否超過角度門檻值(例如:30度),以及判斷各定位座標形成之距離是否超過距離門檻值,來判斷特定之定位座標值是否為異常。承上,若本例之距離門檻值25公尺,因此A5,6所對應定位座標(L6)之標示為需進行修正之定位座標。 The system can determine whether the respective direction angles exceed the angle threshold (for example, 30 degrees), and determine whether the distance formed by each positioning coordinate exceeds the distance threshold value to determine whether the specific positioning coordinate value is abnormal. In the case of this example, if the distance threshold is 25 meters, the corresponding coordinate coordinates (L6) of A 5, 6 are marked as the positioning coordinates to be corrected.
請接著參閱圖3及圖4,其為本案定義之異常定位座標態樣。圖3之異常定位座標係偏離其他定位座標形成之軌跡,但異常定位座標T2位於該軌跡之投影座標Tp會落於前定位座標T1與後定位座標T3形成之區間內。於此態樣下,定位數據修正單元12會將異常定位座標T2調整至區間內(例如將異常定位座標值T2修正為投影座標Tp)。圖4之異常定位座T2標係偏離其他定位座標形成之軌跡,且其投影於軌跡之投影座標Tp會落於前定位座標T1與後定位座標T3形成之區間外。於此態樣下,定位數據修正單元12 則會將異常定位座標T2行移除。 Please refer to FIG. 3 and FIG. 4, which are the abnormal positioning coordinates defined in the present case. The abnormal positioning coordinate of FIG. 3 deviates from the trajectory formed by the other positioning coordinates, but the projection coordinate Tp of the abnormal positioning coordinate T2 located in the trajectory falls within the interval formed by the front positioning coordinate T1 and the rear positioning coordinate T3. In this aspect, the positioning data correcting unit 12 adjusts the abnormal positioning coordinate T2 to the interval (for example, correcting the abnormal positioning coordinate value T2 to the projection coordinate Tp). The abnormal positioning seat T2 of FIG. 4 deviates from the trajectory formed by the other positioning coordinates, and the projection coordinate Tp projected on the trajectory falls outside the interval formed by the front positioning coordinate T1 and the rear positioning coordinate T3. In this aspect, the positioning data correction unit 12 The exception positioning coordinate T2 line will be removed.
考量部分之路段(例如:隧道)無法取得定位訊號,為解決習知技術因無法取得定位訊號而無法進行里程計算之問題,本案之里程分析系統之路段對應單元13經由連接路網資料庫142提供路網路段資料,並依據定位座標值選取匹配之路網路段資料。而里程計算單元15更依據匹配之路網路段資料以提供里程資訊。舉例說明之,若在隧道入口取得之定位座標為P1(X1,Y1),在隧道出口取得之定位座標為P2(X2,Y2),由於P1以及P2無法取得定位資訊,此時路段對應單元13會查詢對應定位座標為P1以及P2間的路網路段資料,以讓里程計算單元15依此路網路段資料計算里程。而使用者可透過里程應用服務單元16存取經里程計算單元15所得之里程資訊。 The section of the road section (for example, the tunnel) cannot obtain the positioning signal. In order to solve the problem that the conventional technology cannot calculate the mileage due to the inability to obtain the positioning signal, the link corresponding unit 13 of the mileage analysis system of the present case is provided via the connection network database 142. The network segment data is selected, and the matching network segment data is selected according to the positioning coordinate value. The mileage calculation unit 15 further provides mileage information based on the matching network segment data. For example, if the positioning coordinates obtained at the tunnel entrance are P 1 (X 1 , Y 1 ), the positioning coordinates obtained at the tunnel exit are P 2 (X 2 , Y 2 ), and since P1 and P2 cannot obtain positioning information, At this time, the link corresponding unit 13 queries the network segment data corresponding to the positioning coordinates P 1 and P 2 to allow the mileage calculation unit 15 to calculate the mileage according to the network segment data. The mileage information obtained by the mileage calculation unit 15 can be accessed by the user through the mileage application service unit 16.
當路段對應單元13無法在路網資料庫142查詢與該定位座標值所對應之路網時,系統會將此部分的定位座標值儲存至路段定位資訊收集單元14。此時路段學習單元141會存取無對應路網路段資料之定位座標值進行分析,以建立自學路網路段資料。請參閱圖5之說明,當裝有定位紀錄裝置2之車輛(A車、B車、C車)行經無對應路網資料之路段時(例如私人土地),此時路段學習單元141係分析各車輛其定位座標值(A車定位座標LA、B車定位座標LB、C車定位座標LC)之方向角變異值,以對定位座標值形成之複數個軌跡進行分段(將具有相同方向角之軌跡分到同一段),於圖5中,A車、B車以及C車形成之軌跡會分成自學路段ML1、ML2、ML3、以及ML4。路段學習單元141可再分析軌跡之相似度來對軌跡進行分群,並依據分群結果建立自學路網路段資料。 When the road segment corresponding unit 13 cannot query the road network database 142 for the road network corresponding to the positioning coordinate value, the system stores the positioning coordinate value of the portion to the road segment positioning information collecting unit 14. At this time, the link learning unit 141 accesses the positioning coordinate value of the data of the corresponding network segment to analyze the network segment data of the self-learning road. Referring to FIG. 5, when the vehicle (A, B, and C) equipped with the positioning and recording device 2 passes through a section without corresponding road network data (for example, private land), the link learning unit 141 analyzes each time. The direction angle variation value of the positioning coordinate value of the vehicle (A vehicle positioning coordinate LA, B vehicle positioning coordinate LB, C vehicle positioning coordinate LC) is segmented by a plurality of tracks formed by the positioning coordinate value (will have the same direction angle The trajectory is divided into the same segment. In Figure 5, the trajectories formed by the A, B, and C cars are divided into self-learning sections ML1, ML2, ML3, and ML4. The link learning unit 141 may analyze the similarity of the trajectories to group the trajectories, and establish the self-learning network segment data according to the grouping result.
本發明於另一實施例中更提供一種可修正定位軌跡之里程 分析方法。該方法係應用於具有運算功能之電子裝置(例如電腦裝置)。該方法係分析複數筆定位座標值之座標參數來判斷定位座標值是否符合異常,並對符合異常之定位座標值進行修正。 In another embodiment, the present invention further provides a mileage that can correct the positioning track. Analytical method. The method is applied to an electronic device (for example, a computer device) having an arithmetic function. The method analyzes the coordinate parameters of the coordinate values of the plurality of pen positioning to determine whether the positioning coordinate value meets the abnormality, and corrects the positioning coordinate value that meets the abnormality.
於另一實施例中,前述之方法係選擇的依據定位座標之方向角資訊、距離資訊、或速度資訊其中至少一,以判斷定位座標是否異常。 In another embodiment, the foregoing method selects at least one of the direction angle information, the distance information, or the speed information of the positioning coordinate to determine whether the positioning coordinate is abnormal.
於另一實施例中,前述之方法係分析異常之定位座標值是否可投影至前後之定位座標形成的區間中,以對異常之定位座標值進行修正。 In another embodiment, the foregoing method analyzes whether the abnormal coordinate value of the abnormality can be projected into the interval formed by the front and rear positioning coordinates to correct the abnormal coordinate value.
於另一實施例中,前述之方法更於異常之定位座標值可投影至區間中,則將異常之定位座標值調整至區間中。 In another embodiment, the method described above can be used to adjust the positioning coordinate value of the abnormality to the interval, and the positioning coordinate value of the abnormality can be projected into the interval.
於另一實施例中,前述之方法更於異常之定位座標值未能投影至區間中,則將異常之定位座標值進行移除。 In another embodiment, if the method is more than the abnormal positioning coordinate value is not projected into the interval, the abnormal coordinate value is removed.
請參閱圖6,其為本發明之里程分析方法之定位座標修正流程圖。流程說明如下:開始。 Please refer to FIG. 6 , which is a flow chart for correcting the positioning coordinates of the mileage analysis method of the present invention. The process is described as follows: Start.
S101:存取複數筆定位座標值。 S101: Access a plurality of positioning coordinates of the plurality of pens.
S102:計算定位座標值之座標參數(方向角資訊、距離資訊、或速度資訊)。 S102: Calculate coordinate parameters (direction angle information, distance information, or speed information) of the positioning coordinate value.
S103:判斷定位座標值是否符合修正門檻(有無異常)?若是,則執行S106;若否,則執行S104。 S103: Determine whether the positioning coordinate value meets the correction threshold (with or without an abnormality)? If yes, execute S106; if no, execute S104.
S104:集合無須修正之定位座標值。 S104: The set coordinate value of the set without correction.
S105:彙集修正後以及無須修正之定位座標值。 S105: Collecting the corrected coordinate values after correction and without correction.
S106:集合須修正之定位座標值。 S106: The coordinate value of the set to be corrected.
S107:修正異常之定位座標值。 S107: Correct the positioning coordinate value of the abnormality.
S108:判斷異常定位座標值投影於軌跡之投影座標是否位於區間內?若是,則將異常定位座標值修正為投影座標,並接著執行S105;若否則接著執行S109。 S108: Determine whether the projection coordinates of the abnormal positioning coordinate value are projected in the interval. If so, the abnormal positioning coordinate value is corrected to the projection coordinate, and then S105 is performed; if not, S109 is subsequently executed.
S109:移除異常定位座標值。 S109: Remove the abnormal positioning coordinate value.
結束。 End.
請參閱圖7,其為本發明之里程分析方法尋找與定位匹配路段之流程圖。流程說明如下:開始。 Please refer to FIG. 7 , which is a flow chart of the matching and finding matching section of the mileage analysis method of the present invention. The process is described as follows: Start.
S201:存取已修正之定位軌跡座標值。 S201: Access the corrected positioning track coordinate value.
S202:計算定位座標值與路網路段之最短距離。 S202: Calculate the shortest distance between the positioning coordinate value and the network segment of the road.
S203:判斷對應路段是否滿足預定之距離門檻值?若是則執行S204;若否則執行S205。 S203: Determine whether the corresponding road segment meets the predetermined distance threshold value? If yes, execute S204; if not, execute S205.
S204:於定位座標值標記路網路段編號。 S204: Mark the road network segment number in the positioning coordinate value.
S205:判斷對應路段是否滿足偏移定位門檻值?若是則執行S206;若否則執行S207。 S205: Determine whether the corresponding road segment meets the offset positioning threshold value? If yes, execute S206; if not, execute S207.
S207:於定位座標值標記無路網路段編號。 S207: Mark the no-road network segment number in the positioning coordinate value.
S208:於路段定位資訊收集單元14新增無對應路網路段之定位座標資訊。 S208: Adding the positioning coordinate information of the network segment without the corresponding road segment to the road segment location information collecting unit 14.
結束。 End.
請參閱圖8,其為本發明之里程分析方法之里程計算流程圖。流程說明如下: Please refer to FIG. 8 , which is a flow chart of mileage calculation of the mileage analysis method of the present invention. The process is described as follows:
S301:存取對應之定位座標值。 S301: Access the corresponding positioning coordinate value.
S302:判斷是否滿足存在路網路段之編號?若是則執行S303;若否則執行 S304。 S302: Determine whether the number of the existing network segment is satisfied. If yes, execute S303; if not, execute S304.
S303:判斷起點與終點是否位於路段中?若是則執行S305;若否則執行S306。 S303: Determine whether the starting point and the ending point are in the road section? If yes, execute S305; if not, execute S306.
S304:計算定位距離。 S304: Calculate the positioning distance.
S305:計算定位座標值於路段之相對距離。 S305: Calculate the relative distance between the positioning coordinate values and the road segments.
S306:計算路段距離。 S306: Calculate the link distance.
S307:加總距離。 S307: Total distance.
結束。 End.
請參閱圖9,其為本發明之里程分析方法之自學路段流程圖。流程說明如下: Please refer to FIG. 9, which is a flowchart of a self-learning section of the mileage analysis method of the present invention. The process is described as follows:
S401:存取無路段編號之定位座標值。 S401: Access the positioning coordinate value of the no-segment number.
S402:計算定位座標值之方向角。 S402: Calculate a direction angle of the positioning coordinate value.
S403:判斷定位座標值形成之軌跡是否滿足分段門檻?若是則執行S404;若否則執行S405。 S403: Determine whether the trajectory formed by the positioning coordinate value satisfies the segmentation threshold? If yes, execute S404; if not, execute S405.
S404:對定位座標值形成之軌跡進行分段處理。 S404: Perform segmentation processing on a track formed by the positioning coordinate value.
S405:將對定位座標值形成之軌跡視為單一路段。 S405: Treat the trajectory formed by the positioning coordinate value as a single road segment.
S406:計算定位座標值形成軌跡之相似度,以對軌跡進行分群。 S406: Calculate the similarity of the locating coordinate values to form a trajectory to group the trajectories.
S407:判斷是否滿足路段認定門檻?,若是則執行S408;若否則執行S409。 S407: Determine whether the road section threshold is met? If yes, execute S408; if not, execute S409.
S408:標示為自學路段。 S408: Marked as a self-learning section.
S409:標示為自學可能段路。 S409: Marked as a self-study possible road.
本發明於另一實施例中更提供一種可修正定位軌跡之里程分析電腦程式產品,當電腦裝置載入並執行電腦程式產品,可完成前述可 修正定位軌跡之里程分析方法所述之步驟。 In another embodiment, the present invention further provides a mileage analysis computer program product capable of correcting a positioning track. When the computer device loads and executes the computer program product, the foregoing can be completed. Correct the steps described in the mileage analysis method for positioning trajectories.
上列詳細說明係針對本發明之一可行實施例之具體說明,惟該實施例並非用以限制本發明之專利範圍,凡未脫離本發明技藝精神所為之等效實施或變更,均應包含於本案之專利範圍中。 The detailed description of the preferred embodiments of the present invention is intended to be limited to the scope of the invention, and is not intended to limit the scope of the invention. The patent scope of this case.
1‧‧‧里程分析系統 1‧‧‧ Mileage Analysis System
11‧‧‧定位軌跡資料庫 11‧‧‧ Positioning Track Database
12‧‧‧定位數據修正單元 12‧‧‧ Positioning data correction unit
13‧‧‧路段對應單元 13‧‧‧corresponding unit
14‧‧‧路段定位資訊收集單 14‧‧‧Segment location information collection form
141‧‧‧路段學習單元 141‧‧‧Segment learning unit
142‧‧‧路網資料庫 142‧‧‧ Road Network Database
15‧‧‧里程計算單元 15‧‧‧ mileage calculation unit
16‧‧‧里程應用服務單元 16‧‧‧ Mileage Application Service Unit
2‧‧‧定位紀錄裝置 2‧‧‧ Positioning device
21‧‧‧控制單元 21‧‧‧Control unit
22‧‧‧定位模組 22‧‧‧ Positioning Module
23‧‧‧無線通訊模組 23‧‧‧Wireless communication module
24‧‧‧儲存單元 24‧‧‧ storage unit
Claims (17)
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TW104139558A TWI579529B (en) | 2015-11-27 | 2015-11-27 | Can modify the positioning trajectory of the mileage analysis system, methods and computer program products |
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Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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TW201020519A (en) * | 2008-11-25 | 2010-06-01 | Ind Tech Res Inst | Method for modifying navigation information and navigation apparatus using the same |
TW201209438A (en) * | 2010-08-19 | 2012-03-01 | Chunghwa Telecom Co Ltd | Wireless network signal collecting and verifying system |
TW201312145A (en) * | 2011-09-09 | 2013-03-16 | Mitac Int Corp | Navigational trajectory estimation system and estimation method thereof |
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TW201020519A (en) * | 2008-11-25 | 2010-06-01 | Ind Tech Res Inst | Method for modifying navigation information and navigation apparatus using the same |
TW201209438A (en) * | 2010-08-19 | 2012-03-01 | Chunghwa Telecom Co Ltd | Wireless network signal collecting and verifying system |
TW201312145A (en) * | 2011-09-09 | 2013-03-16 | Mitac Int Corp | Navigational trajectory estimation system and estimation method thereof |
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