CN105657819B - Railway mobile network tests longitude and latitude acquisition methods and device - Google Patents

Railway mobile network tests longitude and latitude acquisition methods and device Download PDF

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Publication number
CN105657819B
CN105657819B CN201410645092.9A CN201410645092A CN105657819B CN 105657819 B CN105657819 B CN 105657819B CN 201410645092 A CN201410645092 A CN 201410645092A CN 105657819 B CN105657819 B CN 105657819B
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longitude
latitude
mobile terminal
point
time
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CN105657819A (en
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庄少军
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Beijing Shenzhou Taiyue Software Co Ltd
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Beijing Shenzhou Taiyue Software Co Ltd
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Abstract

The embodiment of the present application discloses a kind of railway mobile network test longitude and latitude acquisition methods and device.Include: that the position of the serving cell within railroad track guard space is vertically mapped in railroad track, obtains the mapping point of serving cell on the railroad track;According to the longitude and latitude of the mapping point and railroad track node, the longitude and latitude location point for obtaining location point and location point that mobile terminal switches over perhaps gravity treatment between neighbour cell switches between neighbour cell with mobile terminal or the time of origin of gravity treatment is corresponding;According to the longitude and latitude and corresponding time of origin of adjacent position point, the longitude and latitude that mobile terminal changes over time is obtained.The problem of cannot obtaining mobile terminal longitude and latitude present application addresses railway mobile network test, is conducive to abnormal and hidden danger positioning in railway mobile network test.

Description

Railway mobile network tests longitude and latitude acquisition methods and device
Technical field
The present invention relates to mobile communication technology fields more particularly to a kind of railway mobile network to test longitude and latitude acquisition methods And device.
Background technique
In China, railway is the popular vehicles, and railway trip is that the trip of most people is preferred, and people are also required to Keep unimpeded with extraneous communication when taking train, mobile communication carrier needs to the mobile terminal in running train thus It sends and receivees relevant mobile network's business (such as mobile network's voice service and data service) to test, this test Also known as railway mobile network is tested, to understand the target whether service that mobile network provides the user with reaches setting, such as Whether percent of call completed, cutting off rate and voice quality reach standard.
Railway mobile network test is along specified railroad track, and what operation was opened in the train of operation communicates shifting Dynamic terminal, carries out different types of calling, records test data, generates test file, statistical test index, traverse measurement movement A kind of method of network performance.Railway mobile network test item is included in mobile environment complete using carrying out along mobile terminal Journey voice-and-data business test calls, and to parameters such as mobile communication signal intensity, handover position, handover level It measures.
But the especially fully closed high-speed rail compartment of train carriage can form signal of communication and shield, the height of train Speed operation is but also the mobile terminal locations variation on train is quick, when leading to carry out railway mobile network test, due to test Position defies capture, and can not know the longitude and latitude of mobile terminal and the corresponding relationship of time, and is difficult to judge to be abnormal event Or there are longitudes and latitudes corresponding when hidden danger.It is typically only capable to the method using retest, passes through the mobile end captured " once in a while " The longitude and latitude at end, as the basis of problem analysis, but a possibility that the method captures longitude and latitude, is very low, and expends a large amount of Man power and material.
Summary of the invention
For mobile terminal longitude and latitude cannot be obtained when overcoming the problems, such as to carry out railway mobile network test in the related technology, this Application provides a kind of railway mobile network test longitude and latitude acquisition methods and device.
According to the embodiment of the present application in a first aspect, providing a kind of railway mobile network test longitude and latitude acquisition methods, packet It includes:
The position of serving cell within railroad track guard space is vertically mapped in railroad track, obtains serving cell Mapping point on the railroad track;
According to the longitude and latitude of the mapping point and railroad track node, obtain mobile terminal between neighbour cell into The longitude and latitude of the location point and location point of row switching or gravity treatment, the location point and mobile terminal are between neighbour cell It switches over or the time of origin of gravity treatment is corresponding;
According to the longitude and latitude and corresponding time of origin of adjacent position point, the longitude and latitude that mobile terminal changes over time is obtained Degree.
Optionally, according to the longitude and latitude of the mapping point and railroad track node, it is small in adjacent service to obtain mobile terminal It is switched between area or the longitude and latitude of the location point of gravity treatment and location point, comprising:
Calculate the number N of the railroad track node between neighbor mapping point;
It is described with the midpoint of N/2 node and (N/2)+1 node between neighbor mapping point when N is even number Location point is the location point with the average longitude and latitude of N/2 node and (N/2)+1 node between neighbor mapping point Longitude and latitude;
When N is odd number, the value M that N/2 is rounded is calculated, with the M+1 node between neighbor mapping point for the location point, It take the longitude and latitude of the M+1 node between neighbor mapping point as the longitude and latitude of the location point.
Optionally, it according to the longitude and latitude and corresponding time of origin of adjacent position point, obtains mobile terminal and changes over time Longitude and latitude, comprising:
The difference of the longitude and latitude of adjacent position point and the difference of corresponding time of origin are pressed into identical numerical value equal part, respectively Obtain longitude and latitude step-length and time step;
Mobile terminal longitude and latitude degree series are obtained according to the longitude and latitude of the adjacent position point and the longitude and latitude step-length, according to The corresponding time of origin of longitude and latitude of the adjacent position point and the time step obtain time of origin sequence;
The longitude and latitude degree series of the mobile terminal are corresponding with the time of origin sequence, it obtains mobile terminal and becomes at any time The longitude and latitude of change.
Optionally, the railway mobile network tests longitude and latitude acquisition methods, further includes:
If serving cell has mutiple antennas, the position of the multiple antenna is vertically mapped in railroad track, according to each The longitude and latitude of a antenna obtains the longitude and latitude of the mapping point of each antenna on the railroad track;
The movement of the waveform and mobile terminal of the level corresponding to the serving cell received according to mobile terminal Direction obtains the level corresponding antenna and peak time at wave crest;
Using the longitude and latitude of the mapping point of the antenna on the railroad track as the longitude and latitude of mobile terminal, obtain mobile whole Hold the longitude and latitude changed with corresponding peak time.
Optionally, the waveform and mobile terminal of the level corresponding to the serving cell received according to mobile terminal Moving direction, obtain the level corresponding antenna and peak time at wave crest, further includes:
If serving cell has mutiple antennas, the position of the multiple antenna is vertically mapped in railroad track, according to each The longitude and latitude of a antenna obtains the longitude and latitude of the mapping point of each antenna on the railroad track;
According to mobile terminal receive corresponding to the level of the serving cell and the moving direction of mobile terminal, obtain To the level by turning the weak corresponding antenna in turning point and turnover time by force;
Using the longitude and latitude of the mapping point of the antenna on the railroad track as the longitude and latitude of mobile terminal, obtain mobile whole Hold the longitude and latitude with corresponding turnover time change.
Optionally, the railway mobile network tests longitude and latitude acquisition methods, further includes:
Scan railway mobile network test file;
If there are longitudes and latitudes to be recorded as time interval that is empty and being greater than preset value, root in mobile network's test file The boundary time point of the longitude and latitude changed over time according to obtained mobile terminal and the time interval is surveyed in the mobile network Try the longitude and latitude data that insertion in file corresponds to the mobile terminal of the time interval.
It is corresponding to the first aspect of the embodiment of the present application, according to the second aspect of the embodiment of the present application, provide a kind of railway Mobile network tests longitude and latitude acquisition device, comprising:
Serving cell mapping block, for the position of the serving cell within railroad track guard space to be vertically mapped in Railroad track obtains the mapping point of serving cell on the railroad track;
Location point obtains module and obtains mobile terminal for the longitude and latitude according to the mapping point and railroad track node It is switched between neighbour cell or the longitude and latitude of the location point of gravity treatment and location point, the location point and movement is whole End switches between neighbour cell or the time of origin of gravity treatment is corresponding;
First movement terminal longitude and latitude obtains module, when for according to longitude and latitude and the corresponding generation of adjacent position point Between, obtain the longitude and latitude that mobile terminal changes over time.
Optionally, the location point obtains module, comprising:
Node number computational submodule, for calculating the number N of the railroad track node between neighbor mapping point;
Odd even judging submodule, for judging N for odd number or even number;
First positioning submodule is used for when N is even number, with N/2 node and (N/2)+1 between neighbor mapping point The midpoint of a node is the location point, with the average warp of N/2 node and (N/2)+1 node between neighbor mapping point Latitude is the longitude and latitude of the location point;
Second positioning submodule, for the value M that N/2 is rounded being calculated, with M+1 between neighbor mapping point when N is odd number A node is the location point, take the longitude and latitude of the M+1 node between neighbor mapping point as the longitude and latitude of the location point,
Wherein, the location point and mobile terminal switch over or the time of origin of gravity treatment between neighbour cell It is corresponding.
Optionally, the mobile terminal longitude and latitude obtains module, comprising:
Equal molecular modules are identical for pressing the difference of the difference of the longitude and latitude of adjacent position point and corresponding time of origin Numerical value equal part, respectively obtain longitude and latitude step-length and time step;
Sequence generates submodule, for being moved according to the longitude and latitude and the longitude and latitude step-length of the adjacent position point Terminal longitude and latitude degree series are occurred according to the corresponding time of origin of longitude and latitude of the adjacent position point and the time step Time series;
Corresponding submodule is obtained for the longitude and latitude degree series of the mobile terminal are corresponding with the time of origin sequence The longitude and latitude that mobile terminal changes over time.
Optionally, the railway mobile network tests longitude and latitude acquisition device, further includes:
Antenna mapping module vertically maps the position of the multiple antenna if having mutiple antennas for serving cell In railroad track, the longitude and latitude of the mapping point of each antenna on the railroad track is obtained according to the longitude and latitude of each antenna;
Level analyzing block, level corresponding to the serving cell and movement for being received according to mobile terminal The moving direction of terminal obtains the level by turning the weak corresponding antenna in turning point and turnover time by force;
Second mobile terminal longitude and latitude obtains module, the longitude and latitude for the mapping point by the antenna on the railroad track As the longitude and latitude of mobile terminal, mobile terminal is obtained with the longitude and latitude of corresponding turnover time change.
Technical solution provided by the embodiments of the present application can include the following benefits: according to mobile terminal in adjacent service It switches over or the data of gravity treatment and serving cell vertical mapping point on the railroad track, is moved between cell Terminal switches or the longitude and latitude of the location point of gravity treatment and corresponding time of origin, and by the longitude and latitude of location point with And corresponding time of origin further division, the longitude and latitude that more detailed mobile terminal changes over time can be obtained, to solve The problem of certainly railway mobile network test cannot obtain mobile terminal longitude and latitude is conducive to abnormal and hidden danger positioning in test.
It should be understood that above general description and following detailed description be only it is exemplary and explanatory, not The application can be limited.
Detailed description of the invention
In order to illustrate the technical solutions in the embodiments of the present application or in the prior art more clearly, to embodiment or will show below There is attached drawing needed in technical description to be briefly described, it should be apparent that, for those of ordinary skill in the art Speech, without any creative labor, is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of stream of railway mobile network test longitude and latitude acquisition methods shown in one exemplary embodiment of the application Journey schematic diagram;
Fig. 2 is that serving cell maps schematic diagram;
Fig. 3 is antenna mapping schematic diagram;
Fig. 4 is a kind of frame of railway mobile network test longitude and latitude acquisition device shown in one exemplary embodiment of the application Figure.
Specific embodiment
Example embodiments are described in detail here, and the example is illustrated in the accompanying drawings.Following description is related to When attached drawing, unless otherwise indicated, the same numbers in different drawings indicate the same or similar elements.Following exemplary embodiment Described in embodiment do not represent all embodiments consistent with the application.On the contrary, they be only with it is such as appended The example of the consistent device and method of some aspects be described in detail in claims, the application.
For comprehensive understanding the application, numerous concrete details are referred in the following detailed description, but this field skill Art personnel are it should be understood that the application may not need these details and realize.In other embodiments, it is not described in detail known Method, process, component and circuit, in order to avoid it is fuzzy to undesirably result in embodiment.
In order to better understand the application, first the switching and gravity treatment that are related in railway mobile network test are made briefly It is bright.In general, can receive more to periphery when mobile terminal selects mobile communication service network after somewhere booting or off-grid The process of the mobile network signals of a serving cell, mobile terminal selection serving cell is known as cell selection.When mobile terminal exists When traversing to another serving cell from current service cell under idle state, another preferable serving cell of quality can be selected As current service cell, this process is exactly cell reselection, referred to as gravity treatment.When mobile terminal is under talking state, in order to Guarantee certain speech quality, the process for being transformed into another serving cell (carrier frequency) from a serving cell (carrier frequency) is cell Switching, referred to as switches.In railway mobile network test, the time point of gravity treatment or the switching of mobile terminal and corresponding service Cell ID (Identity, identity number) can be recorded in test file, while mobile terminal is in gravity treatment or switching The variation of the received level of mobile terminal and corresponding time also can all be recorded in test file.
In the embodiment of the present application in a first aspect, providing a kind of railway mobile network test longitude and latitude acquisition methods.Fig. 1 is A kind of flow diagram of railway mobile network test longitude and latitude acquisition methods shown in one exemplary embodiment of the application, such as schemes Shown in 1, which comprises
The position of serving cell within railroad track guard space is vertically mapped in railroad track, obtained by step S101 To the mapping point of serving cell on the railroad track.
Wherein, the railroad track guard space is the distance for the protection rail track safety that railroad track two sides are set up, Guard space can be set according to actual needs, such as in densely populated city, guard space be can be set smaller, in people The rare area of mouth, guard space can be set larger.The received mobile network signals of mobile terminal institute are main on train It is provided by the serving cell in guard space, the mobile network signals that the serving cell outside guard space provides are decayed due to signal It to the influence very little of mobile network's test, can be ignored, therefore the region within guard space is also known as covering rail The region in road, the serving cell in the region are described to be covered as covering for mobile network for the serving cell for covering railroad track Lid.
It should be noted that provided herein railway mobile network test longitude and latitude acquisition methods are based on having carried out Mobile network tests the data of mobile terminal switching and gravity treatment obtained, these data records are in test file, including move The time of origin of dynamic terminal switching or gravity treatment, corresponding serving cell ID, for example, mobile terminal is in 2014/01/0115:20: 30 switch to serving cell b from serving cell a.Meanwhile number of the application also based on mobile communication carrier's setting serving cell According to these data include the distance of the longitude and latitude and serving cell of serving cell apart from railroad track.It is recorded by test file Data and the relevant data of serving cell obtain mobile terminal longitude and latitude for changing over time in mobile network's test.
Wherein, the position of the serving cell within railroad track guard space is vertically mapped in rail diatom, such as Fig. 2 It is shown.Railroad track is formed by connecting by multiple nodes, and each node has latitude and longitude information.Fig. 2 is serving cell mapping signal Figure.In Fig. 2, heavy line is rail diatom, forms (not shown) by the line of multiple nodes;The dotted line of heavy line two sides For the guard space boundary line (dummy line) of railroad track;Five-pointed star is the position of serving cell,;A, b in figure, c, d, e, g, f, O, p, q, r are the ID of serving cell, and wherein a, b, c, d, e, g are mentioned in railroad track guard space by the embodiment of the present application The method of confession serving cell in need of consideration, f, o, p, q, r ignore outside the guard space of railroad track;By a, b, c, D, it is a', b', c', d', e', g' that e, g, which are vertically mapped in the mapping point that rail diatom obtains,.
Step S102 obtains mobile terminal in adjacent service according to the longitude and latitude of the mapping point and railroad track node It is switched between cell or the longitude and latitude of the location point of gravity treatment and location point, the location point and mobile terminal are in adjacent clothes It is switched between business cell or the time of origin of gravity treatment is corresponding.
Wherein, the neighbour cell be mobile terminal once switched or gravity treatment involved in two services it is small Area, the two serving cells are not necessarily adjacent on geographical location.The switching or gravity treatment of mobile terminal occur to take at two Between cell of being engaged in, usually occur among the path in mobile terminal from a serving cell to neighbour cell, due to movement Terminal is moved along railroad track, therefore can be by mobile terminal from mapping point the reflecting to neighbour cell of a serving cell The location point that the midpoint of railroad track between exit point occurs as the switching or gravity treatment of mobile terminal.
In a kind of possible embodiment, the midpoint of the line of neighbour cell can be vertically mapped in rail Diatom, obtained midpoint mapping point switches between neighbour cell as dynamic terminal or the location point of gravity treatment, And the longitude and latitude at the midpoint of its line is obtained according to the calculation of longitude & latitude of two neighboring serving cell, then pass through the warp at the midpoint The longitude and latitude of the midpoint mapping point is calculated to get the longitude and latitude of the location point is arrived in the position of latitude and railroad track Degree.
In alternatively possible embodiment, according to the longitude and latitude of the mapping point and railroad track node, moved Dynamic terminal switches between neighbour cell or the longitude and latitude of the location point of gravity treatment and location point, may include:
(a1) the number N of the railroad track node between neighbor mapping point is calculated;
(a2) judge that N is odd number or even number;
(a3) when N is even number, it is with the midpoint of N/2 node and (N/2)+1 node between neighbor mapping point The location point, with the average longitude and latitude of N/2 node and (N/2)+1 node between neighbor mapping point for the position The longitude and latitude of point;
(a4) when N is odd number, the value M that N/2 is rounded is calculated, using the M+1 node between neighbor mapping point as institute's rheme It sets a little, take the longitude and latitude of the M+1 node between neighbor mapping point as the longitude and latitude of the location point.
Wherein, the neighbor mapping point be mobile terminal switch over or gravity treatment involved in two neighbour cells Two mapping points on the railroad track.Respectively and railroad track according to the longitude and latitude of neighbour cell and neighbour cell Distance, the longitude and latitude of neighbor mapping point can be calculated.The case where being laid with further according to railroad track node, can calculate The number N of railroad track node between neighbor mapping point.When N is even number, with N/2 node between neighbor mapping point and the (N/2) midpoint of+1 node is the location point, with N/2 node and (N/2)+1 node between neighbor mapping point Average longitude and latitude be the location point longitude and latitude, can also be with N/2 node and (N/2) -1 between neighbor mapping point The midpoint of a node is the location point, with the average warp of N/2 node and (N/2) -1 node between neighbor mapping point Latitude is the longitude and latitude of the location point.When N is odd number, N/2 is rounded, the value M being rounded, such as 5/2 rounding obtains Value M be 2, with the M+1 node between neighbor mapping point for the location point, with the M+1 node between neighbor mapping point Longitude and latitude be the location point longitude and latitude, i.e., using node intermediate between neighbor mapping point as location point, with intermediate section The longitude and latitude of point is the longitude and latitude of location point.
In Fig. 2, what triangle indicated is that mobile terminal switches or the location point of gravity treatment, such as is labeled as a-b's Triangle, be mobile terminal switched over from serving cell a or gravity treatment to serving cell b location point.
It should be noted that the obtained location point of the above method is not railroad track between accurate neighbor mapping point Midpoint, but there is a certain error, but this error is fair for the longitude and latitude of mobile terminal in mobile network's test Perhaps.
Step S103 obtains mobile terminal and becomes at any time according to the longitude and latitude and corresponding time of origin of adjacent position point The longitude and latitude of change.
Wherein, the mobile terminal that obtained mobile terminal switches or the location point of gravity treatment records in test file It switches or the time of origin of gravity treatment is corresponding.This can obtain the longitude and latitude that mobile terminal changes over time to a certain extent Degree, obtains the corresponding relationship of mobile terminal longitude and latitude and time, but the density of location point is small, can only obtain mobile terminal minority Longitude and latitude.In a kind of possible embodiment, according to the longitude and latitude and corresponding time of origin of adjacent position point, moved The longitude and latitude that terminal changes over time may include:
(b1) difference of the longitude and latitude of adjacent position point and the difference of corresponding time of origin are pressed into identical numerical value equal part, Respectively obtain longitude and latitude step-length and time step;
(b2) mobile terminal longitude and latitude degree series are obtained according to the longitude and latitude of the adjacent position point and the longitude and latitude step-length, Time of origin sequence is obtained according to the corresponding time of origin of longitude and latitude of the adjacent position point and the time step;
(b3), the longitude and latitude degree series of the mobile terminal are corresponding with the time of origin sequence, obtain mobile terminal with The longitude and latitude of time change.
Wherein, the difference of the longitude and latitude includes the difference of longitude and the difference of latitude, and longitude and latitude step-length includes longitude step Long and latitude step-length.Step (b1) to (b3) illustrated below, for brevity for the sake of, said with the numerical value of hypothesis It is bright.If the longitude and latitude of two adjacent position points is respectively (100.0 °, 80.0 °) and (101.0 °, 81.0 °), when corresponding generation Between be respectively 2014/1/113:30:00 and 2014/1/113:31:00, then the difference of longitude be 1 (by degree as unit of), latitude Difference be also 1 (as unit of degree), the difference of corresponding time of origin is 60s.Usual mobile network's testing time unit can To reach Millisecond, the present embodiment is to make to illustrate briefly conveniently, using the second as the minimum unit of time.It then can be by time of origin Difference carries out equal part as unit of 1s, i.e., is 60 parts, time step 1s by 60s point, correspondingly, the difference of latitude and longitude Difference is also all divided into 60 parts, then longitude step-length and the step-length of latitude are all 1/60 °, and taking approximation is 0.017 °.
After obtaining longitude and latitude step-length and time step, just can obtain range (100.0 °, 80.0 °) to (101.0 °, 81.0 °) longitude and latitude degree series, i.e., started with (100.0 °, 80.0 °), longitude and latitude is gradually incremented by by longitude and latitude step-length, obtains longitude and latitude Degree series be [(100.0 °, 80.0 °), (100.017 °, 80.017 °), (100.034 °, 80.034 °), (100.051 °, 80.051°)……].Time of origin sequence is then [13:30:00,13:30:01,13:30:02 ...].
It is after obtaining longitude and latitude degree series and time of origin sequence, longitude and latitude degree series and time of origin sequence are corresponding, i.e., (100.017 °, 80.017 °) corresponding time 13:30:01, (100.034 °, 80.034 °) corresponding time 13:30:02, with such It pushes away, to obtain the longitude and latitude that more detailed mobile terminal changes over time, obtains the latitude and longitude information of more mobile terminals.
In railway mobile network test, according to the longitude and latitude and corresponding time of origin of adjacent position point, moved The longitude and latitude that terminal changes over time, can also be corresponding by length of the railroad track between the point of adjacent position and adjacent position point The difference of time of origin press identical numerical value equal part, then using adjacent position point as beginning and end, according to every section of equal part The railroad track two-end-point for every section of equal part that railroad track length and the curvature of the corresponding section of railway track track are calculated Longitude and latitude, using the longitude and latitude of the railroad track two-end-point of equal part as the longitude and latitude of mobile terminal, the warp of obtained mobile terminal Latitude sequence.After the difference of time of origin presses identical numerical value equal part, it can be obtained according to the corresponding time of origin of adjacent position point To time of origin sequence.The longitude and latitude degree series of obtained mobile terminal and time of origin sequence are corresponding, it can obtain in more detail The longitude and latitude that changes over time of mobile terminal.
It should be noted that railway mobile network provided by the embodiments of the present application tests longitude and latitude acquisition methods, not exist In obtaining completely accurate longitude and latitude of the mobile terminal at each moment, but estimate mobile terminal in mobile network's coverage area Longitude and latitude, for the region of the length of railroad track and leap, the longitude and latitude of estimated mobile terminal is enough to use To be positioned to exception in railway mobile network test and hidden danger.
Only one antenna in a usual serving cell, longitude and latitude, that is, antenna longitude and latitude of serving cell.If but one Mutiple antennas is provided in a serving cell, then mobile terminal switching or gravity treatment occur in a serving cell (single antenna service Cell) and neighbour cell between the antenna nearest with the single antenna serving cell, mobile terminal switches in test file Or the record of gravity treatment pertains only to antenna nearest with single antenna serving cell in single antenna cell and multiple antennas serving cell, more days Remaining antenna will not be involved in line serving cell, correspondingly, mobile terminal longitude and latitude relevant to multiple antennas serving cell Information will will appear clear band.To obtain more mobile terminal latitude and longitude informations, the integrity degree of mobile terminal longitude and latitude is improved, The railway mobile network tests longitude and latitude acquisition methods
(c1) if serving cell has mutiple antennas, the position of the multiple antenna is vertically mapped in railroad track, root The longitude and latitude of the mapping point of each antenna on the railroad track is obtained according to the longitude and latitude of each antenna;
(c2) waveform of the level corresponding to the serving cell received according to mobile terminal and mobile terminal Moving direction obtains the level corresponding antenna and peak time at wave crest;
(c3) longitude and latitude of the mapping point using the antenna on the railroad track is moved as the longitude and latitude of mobile terminal The longitude and latitude that dynamic terminal changes with corresponding peak time.
Wherein, railway mobile network test file will record the level change that mobile terminal receives, for mobile terminal, It is closer from aerial position, and the level received is stronger, remoter from aerial position, and the level received is weaker.It is multiple for having The position of each antenna is vertically mapped in rail diatom by the serving cell of antenna, and the antenna obtained on rail diatom reflects Exit point can calculate the longitude and latitude of antenna mapping point according to the longitude and latitude of each antenna and each antenna to the distance of railroad track Degree.For the received level information of mobile terminal of test file record, level waveforms can be drawn out, are at the wave crest of level Level strongest time, i.e. mobile terminal time nearest from antenna, that is, mobile terminal is in the mapping point of corresponding antenna Time.Which antenna level corresponds at wave crest can be moved to direction according to mobile terminal to judge to obtain.Fig. 3 is antenna Schematic diagram is mapped, such as shown in Fig. 3, thick line is railroad track;Five-pointed star X, Y-1, Y-2, Y-3 and Z are serving cell antenna Position, wherein X and Z belongs to single antenna serving cell, and Y-1, Y-2, Y-3 belong to triantennary serving cell;Wave is level wave The waveform for the level intensity that shape, i.e. mobile terminal receive;Triangle Y-1 ', Y-2 ', Y-3 ' are that Y-1, Y-2, Y-3 vertically map In the mapping point of railroad track.Wherein, if mobile terminal is to be moved to Z from X, mobile terminal can occurs between X and Y-1 and cut It changes or gravity treatment, after mobile terminal switching or gravity treatment occurs, it is that mobile terminal switching occurs that mobile terminal is corresponding in Y-1 ' point Or after gravity treatment level waveforms first wave crest, the peak time of first wave crest can be from waveform or the record of test file It obtains, the longitude and latitude of the peak time of first wave crest and Y-1 ' is corresponding to get to the one of mobile terminal longitude and latitude and time A corresponding relationship, and so on available mobile terminal at Y-2 ', Y-3 ' respectively at second peak time and third Peak time is corresponding.Similarly, if mobile terminal is to be moved to X from Z, longitude and latitude of the mobile terminal at Y-3 ', Y-2 ', Y-1 ' It spends corresponding with first peak time, second peak time, third peak time respectively.
The railway mobile network tests longitude and latitude acquisition methods, can be in alternatively possible embodiment Including
(d1) if serving cell has mutiple antennas, the position of the multiple antenna is vertically mapped in railroad track, root The longitude and latitude of the mapping point of each antenna on the railroad track is obtained according to the longitude and latitude of each antenna;
(d2) according to mobile terminal receive corresponding to the level of the serving cell and the mobile side of mobile terminal To obtaining the level by turning the weak corresponding antenna in turning point and turnover time by force;
(d3) longitude and latitude of the mapping point using the antenna on the railroad track is moved as the longitude and latitude of mobile terminal Terminal is moved with the longitude and latitude of corresponding turnover time change.
Wherein, the level data that multiple antennas serving cell is entered according to mobile terminal in test file searches for the level Data, for example, obtaining the extreme value of level data using moving average method.The extreme value is local extremum, i.e., level is by turning by force The corresponding level in weak turning point, that is, the corresponding level value of mobile terminal level waveforms figure medium wave peak.Obtain the pole After value, corresponding level can be obtained by turning the weak turnover time by force accordingly based upon the record of test file.Mobile terminal connects The mapping point of the location point of mobile terminal i.e. antenna on the railroad track when the level received reaches extreme value, so as to be moved Terminal is moved with the longitude and latitude of corresponding turnover time change, the turnover time is identical with the peak time.
Mobile terminal is being obtained with the longitude and latitude data of turnover time change or the longitude and latitude degree changed with peak time According to rear, the longitude and latitude data changed over time according to step S101 to the mobile terminal that step S103 is obtained can be inserted it into In, to keep the related data of mobile terminal longitude and latitude more complete.
The longitude and latitude data that obtained mobile terminal changes over time, are inserted into railway mobile network test file In, to keep mobile network's test data more complete.After scanning railway mobile network test file, if the mobile network There are longitudes and latitudes to be recorded as time interval that is empty and being greater than preset value in network test file, then at any time according to obtained mobile terminal Between the longitude and latitude changed and the time interval boundary time point, in the railway mobile network test file be inserted into correspond to In the longitude and latitude data of the mobile terminal of the time interval.Wherein, the needs that the preset value can be analyzed according to data are true Fixed, the blank if necessary to longitude and latitude data is few, and data integrated degree is high, then the preset value can be set to lesser value, example Such as 1s, if pair warp and weft degree is lower according to complete routine requirement, the preset value is set as biggish value, such as 5s.It lifts below Example explanation, if the time of test file, as unit of the whole second, the preset value is 2s, if in test file before some time There is longitude and latitude record in 3 seconds, such as first 3 seconds of 37s in test file have longitude and latitude record, i.e. 34s-36s has longitude and latitude note Record, then can not make insertion data processing;If 34s-36s does not have longitude and latitude record, and obtained mobile terminal becomes at any time There are the data of corresponding 34-36s in the longitude and latitude data of change, then right in the longitude and latitude data changed over time mobile terminal The data of the 34-36s answered are inserted into corresponding position in test file.If there is multiple times in the number of 37s in test file According to the data being then inserted into are immediately the time in test file after the last item data of 37s.
Railway mobile network test longitude and latitude acquisition methods provided by the embodiments of the present application are not directed to specific mobile network Standard can move the serving cell of the standards such as GSM, TD SCDMA, WCDMA, CDMA, TDD-LTE, FDD-LTE respectively Dynamic network test, is respectively calculated, obtained mobile terminal is then changed over time longitude and latitude data and is mutually verified, and improves The accuracy of data.
By the description of above embodiment of the method, it is apparent to those skilled in the art that the application can Realize by means of software and necessary general hardware platform, naturally it is also possible to by hardware, but in many cases the former It is more preferably embodiment.Based on this understanding, the technical solution of the application substantially makes tribute to the prior art in other words The part offered can be embodied in the form of software products, and be stored in a storage medium, including some instructions to So that a smart machine executes all or part of the steps of each embodiment the method for the application.And storage medium above-mentioned Including: that read-only memory (ROM), random access memory (RAM), magnetic or disk etc. are various can store data and program The medium of code.
It is corresponding to the first aspect of the embodiment of the present application, in the embodiment of the present application in a first aspect, providing a kind of railway shifting Dynamic network test longitude and latitude acquisition device.Fig. 4 is a kind of railway mobile network test shown in one exemplary embodiment of the application The block diagram of mobile terminal longitude and latitude device.As shown in Fig. 2, described device includes:
Serving cell mapping block U401, for vertically reflecting the position of the serving cell within railroad track guard space It penetrates and obtains the mapping point of serving cell on the railroad track in railroad track.
Wherein, by the longitude and latitude degree of the serving cell within railroad track geographic position data and railroad track guard space Conventional geometry meter is used according to the information of input according to input serving cell mapping block U401, serving cell mapping block U401 The longitude and latitude of the mapping point of serving cell on the railroad track just can be calculated in calculation method.
Location point obtains module U402 and is moved for the longitude and latitude according to the mapping point and railroad track node Terminal switches between neighbour cell or the longitude and latitude of the location point of gravity treatment and location point, the location point and shifting Dynamic terminal switches between neighbour cell or the time of origin of gravity treatment is corresponding.
Wherein, in the distribution of railroad track node and longitude and latitude data and test file mobile terminal in adjacent service Cell switches over so far or the data of gravity treatment, pre-enter to location point obtain module U402, location point obtain module according to The longitude and latitude for the mapping point that serving cell mapping block U401 is obtained and the longitude and latitude of railroad track node, are calculated and are moved Dynamic terminal switches between neighbour cell or the longitude and latitude of the location point of gravity treatment and location point, and according to test text Mobile terminal switches over or the data of gravity treatment so far in neighbour cell in part, obtains the location point and mobile terminal exists It is switched between neighbour cell or the corresponding relationship of the time of origin of gravity treatment.The location point obtains module U402, May include:
Node number computational submodule, for calculating the number N of the railroad track node between neighbor mapping point;
Odd even judging submodule, for judging N for odd number or even number;
First positioning submodule is used for when N is even number, with N/2 node and (N/2)+1 between neighbor mapping point The midpoint of a node is the location point, with the average warp of N/2 node and (N/2)+1 node between neighbor mapping point Latitude is the longitude and latitude of the location point;
Second positioning submodule, for the value M that N/2 is rounded being calculated, with M+1 between neighbor mapping point when N is odd number A node is the location point, take the longitude and latitude of the M+1 node between neighbor mapping point as the longitude and latitude of the location point,
Wherein, the location point and mobile terminal switch over or the time of origin of gravity treatment between neighbour cell It is corresponding.
First movement terminal longitude and latitude obtain module U403, for according to adjacent position point longitude and latitude and corresponding generation Time obtains the longitude and latitude that mobile terminal changes over time.
Wherein, first movement terminal longitude and latitude obtains module U403 and obtains institute's rheme that module U402 is obtained according to location point It sets a little and mobile terminal switches between neighbour cell or the corresponding relationship of the time of origin of gravity treatment, obtain more in detail The longitude and latitude that thin mobile terminal changes over time.The mobile terminal longitude and latitude obtains module U403, may include:
Equal molecular modules are identical for pressing the difference of the difference of the longitude and latitude of adjacent position point and corresponding time of origin Numerical value equal part, respectively obtain longitude and latitude step-length and time step;
Sequence generates submodule, for being moved according to the longitude and latitude and the longitude and latitude step-length of the adjacent position point Terminal longitude and latitude degree series are occurred according to the corresponding time of origin of longitude and latitude of the adjacent position point and the time step Time series;
Corresponding submodule, is used for, and the longitude and latitude degree series of the mobile terminal are corresponding with the time of origin sequence, obtains The longitude and latitude that mobile terminal changes over time.
Wherein, the identical numerical value is preset, wait molecular modules by the difference of the longitude and latitude of adjacent position point and The difference of corresponding time of origin presses identical numerical value equal part, respectively obtains longitude and latitude step-length and time step.
The railway mobile network test longitude and latitude acquisition device can also wrap in a kind of possible embodiment It includes:
Antenna mapping module vertically maps the position of the multiple antenna if having mutiple antennas for serving cell In railroad track, the longitude and latitude of the mapping point of each antenna on the railroad track is obtained according to the longitude and latitude of each antenna.
Wherein, the serving cell data of multiple antennas serving cell and antenna longitude and latitude data and railroad track are geographical Position data inputs antenna mapping module, and antenna mapping module can obtain each antenna in railway using conventional almost algorithm The longitude and latitude of mapping point on track, the mapping point of the antenna of multiple antennas serving cell on the railroad track are to illustrate to facilitate referred to as For antenna mapping point.
Level analyzing block, level corresponding to the serving cell and movement for being received according to mobile terminal The moving direction of terminal obtains the level by turning the weak corresponding antenna in turning point and turnover time by force.
Wherein, the mobile terminal recorded in test file is entered to level data, the mobile terminal of multiple antennas serving cell The data of moving direction and the antenna number of multiple antennas serving cell and alphabetic data incoming level analysis module, level The received level of mobile terminal is calculated by turning the level value of weak turning point by force using sliding average scheduling algorithm in analysis module And the corresponding turnover time, i.e. the extreme point of the received level of mobile terminal and extreme point corresponding turnover time, by extreme point According to mobile terminal, mobile direction is corresponding with the sequence of antenna, obtains the level by turning the weak corresponding day in turning point by force Line and turnover time, wherein whether the number of antenna can correct for verifying the extreme point number being calculated, if antenna Number it is identical with the number of extreme point, then calculate it is correct, if it is different, then calculating mistake.
Second mobile terminal longitude and latitude obtains module, the longitude and latitude for the mapping point by the antenna on the railroad track As the longitude and latitude of mobile terminal, mobile terminal is obtained with the longitude and latitude of corresponding turnover time change.
Wherein, the second mobile terminal longitude and latitude obtains the received electricity of mobile terminal that module is obtained according to level analyzing block It puts down in the multiple antennas serving cell obtained by turning the weak corresponding antenna in turning point and turnover time and antenna mapping module by force Each antenna mapping point on the railroad track longitude and latitude, obtain mobile terminal in the longitude and latitude and correspondence of antenna mapping point The turnover time, obtain mobile terminal with it is corresponding turnover time change longitude and latitude.
For convenience of description, it is divided into various modules when description apparatus above with function to describe respectively.Certainly, implementing this The function of each module can be realized in the same or multiple software and or hardware when application.
All the embodiments in this specification are described in a progressive manner, same and similar portion between each embodiment Dividing may refer to each other, and each embodiment focuses on the differences from other embodiments.Especially for device or For Installation practice, since it is substantially similar to the method embodiment, so describing fairly simple, related place is referring to method The part of embodiment illustrates.Device and Installation practice described above is only schematical, wherein the conduct The module of separate part description may or may not be physically separated, the component shown as module can be or Person may not be physical module, it can and it is in one place, or may be distributed on multiple network modules.It can root According to actual need that some or all of the modules therein is selected to achieve the purpose of the solution of this embodiment.Ordinary skill Personnel can understand and implement without creative efforts.
It should be noted that, in this document, the relational terms of such as " first " and " second " or the like are used merely to one A entity or operation with another entity or operate distinguish, without necessarily requiring or implying these entities or operation it Between there are any this actual relationship or backwards.Moreover, the terms "include", "comprise" or its any other variant are intended to Cover non-exclusive inclusion, so that the process, method, article or equipment for including a series of elements not only includes those Element, but also including other elements that are not explicitly listed, or further include for this process, method, device or setting Standby intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that There is also other identical elements in process, method, device or the equipment for including the element.
The above is only the specific embodiment of the application, is made skilled artisans appreciate that or realizing this Shen Please.Various modifications to these embodiments will be apparent to one skilled in the art, as defined herein General Principle can be realized in other embodiments without departing from the spirit or scope of the application.Therefore, the application It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one The widest scope of cause.

Claims (10)

1. a kind of railway mobile network tests longitude and latitude acquisition methods characterized by comprising
The position of the serving cell within railroad track guard space is vertically mapped in railroad track according to serving cell data, Obtain the mapping point of serving cell on the railroad track;
According to the longitude and latitude of the mapping point and railroad track node, obtains mobile terminal and cut between neighbour cell It changes or the longitude and latitude of the location point of gravity treatment and location point, the location point is small in adjacent service with mobile terminal in test data It is switched between area or the time of origin of gravity treatment is corresponding;
According to the longitude and latitude and corresponding time of origin of adjacent position point, the longitude and latitude that mobile terminal changes over time is obtained.
2. railway mobile network as described in claim 1 tests longitude and latitude acquisition methods, which is characterized in that according to the mapping The longitude and latitude of point and railroad track node obtains mobile terminal and switches between neighbour cell or the position of gravity treatment The longitude and latitude of point and location point, comprising:
Calculate the number N of the railroad track node between neighbor mapping point;
When N is even number, with the midpoint of N/2 node and (N/2)+1 node between neighbor mapping point for the position Point take the average longitude and latitude of N/2 node and (N/2)+1 node between neighbor mapping point as the longitude and latitude of the location point Degree;
When N is odd number, the value M that N/2 is rounded is calculated, with the M+1 node is the location point between neighbor mapping point, with phase The longitude and latitude of the M+1 node is the longitude and latitude of the location point between adjacent mapping point.
3. railway mobile network as described in claim 1 tests longitude and latitude acquisition methods, which is characterized in that according to adjacent position The longitude and latitude and corresponding time of origin of point, obtain the longitude and latitude that mobile terminal changes over time, comprising:
The difference of the longitude and latitude of adjacent position point and the difference of corresponding time of origin are pressed into identical numerical value equal part, respectively obtained Longitude and latitude step-length and time step;
Mobile terminal longitude and latitude degree series are obtained according to the longitude and latitude of the adjacent position point and the longitude and latitude step-length, according to described The corresponding time of origin of longitude and latitude of adjacent position point and the time step obtain time of origin sequence;
The longitude and latitude degree series of the mobile terminal are corresponding with the time of origin sequence, obtain what mobile terminal changed over time Longitude and latitude.
4. railway mobile network as described in claim 1 tests longitude and latitude acquisition methods, which is characterized in that further include:
If serving cell has mutiple antennas, the position of the multiple antenna is vertically mapped in railroad track, according to each day The longitude and latitude of line obtains the longitude and latitude of the mapping point of each antenna on the railroad track;
The waveform of the level corresponding to the serving cell received according to mobile terminal and the moving direction of mobile terminal, Obtain the level corresponding antenna and peak time at wave crest;
Using the longitude and latitude of the mapping point of the antenna on the railroad track as the longitude and latitude of mobile terminal, obtain mobile terminal with The longitude and latitude of corresponding peak time variation.
5. railway mobile network as claimed in claim 4 tests longitude and latitude acquisition methods, which is characterized in that according to mobile terminal The waveform of the level corresponding to the serving cell received and the moving direction of mobile terminal, obtain the level in wave Corresponding antenna and peak time at peak, further includes:
If serving cell has mutiple antennas, the position of the multiple antenna is vertically mapped in railroad track, according to each day The longitude and latitude of line obtains the longitude and latitude of the mapping point of each antenna on the railroad track;
According to mobile terminal receive corresponding to the level of the serving cell and the moving direction of mobile terminal, obtain institute Level is stated by turning the weak corresponding antenna in turning point and turnover time by force;
Using the longitude and latitude of the mapping point of the antenna on the railroad track as the longitude and latitude of mobile terminal, obtain mobile terminal with The longitude and latitude of corresponding turnover time change.
6. as railway mobile network described in any one of claim 1 to 5 tests longitude and latitude acquisition methods, which is characterized in that also Include:
Scan railway mobile network test file;
If there are longitudes and latitudes to be recorded as time interval that is empty and being greater than preset value in mobile network's test file, according to To the mobile terminal longitude and latitude changed over time and the time interval boundary time point, the mobile network test text Insertion corresponds to the longitude and latitude data of the mobile terminal of the time interval in part.
7. a kind of railway mobile network tests longitude and latitude acquisition device characterized by comprising
Serving cell mapping block, for according to serving cell data by the position of the serving cell within railroad track guard space It sets and is vertically mapped in railroad track, obtain the mapping point of serving cell on the railroad track;
Location point obtains module and obtains mobile terminal in phase for the longitude and latitude according to the mapping point and railroad track node It is switched between adjacent serving cell or the longitude and latitude of the location point of gravity treatment and location point, in the location point and test data Mobile terminal switches between neighbour cell or the time of origin of gravity treatment is corresponding;
First movement terminal longitude and latitude obtains module and obtains for the longitude and latitude and corresponding time of origin according to adjacent position point The longitude and latitude changed over time to mobile terminal.
8. railway mobile network as claimed in claim 7 tests longitude and latitude acquisition device, which is characterized in that the location point obtains Modulus block, comprising:
Node number computational submodule, for calculating the number N of the railroad track node between neighbor mapping point;
Odd even judging submodule, for judging N for odd number or even number;
First positioning submodule is used for when N is even number, with N/2 node between neighbor mapping point and (N/2)+1 section The midpoint of point is the location point, with the average longitude and latitude of N/2 node and (N/2)+1 node between neighbor mapping point For the longitude and latitude of the location point;
Second positioning submodule, for calculating the value M that N/2 is rounded when N is odd number, with the M+1 section between neighbor mapping point Point is the location point, take the longitude and latitude of the M+1 node between neighbor mapping point as the longitude and latitude of the location point.
9. railway mobile network as claimed in claim 7 tests longitude and latitude acquisition device, which is characterized in that the mobile terminal Longitude and latitude obtains module, comprising:
Equal molecular modules, for the difference of the difference of the longitude and latitude of adjacent position point and corresponding time of origin to be pressed identical number It is worth equal part, respectively obtains longitude and latitude step-length and time step;
Sequence generates submodule, for obtaining mobile terminal according to the longitude and latitude and the longitude and latitude step-length of the adjacent position point Longitude and latitude degree series obtain time of origin according to the corresponding time of origin of longitude and latitude of the adjacent position point and the time step Sequence;
Corresponding submodule is moved for the longitude and latitude degree series of the mobile terminal are corresponding with the time of origin sequence The longitude and latitude that terminal changes over time.
10. railway mobile network as claimed in claim 7 tests longitude and latitude acquisition device, which is characterized in that further include:
The position of the multiple antenna is vertically mapped in iron if having mutiple antennas for serving cell by antenna mapping module Rail road obtains the longitude and latitude of the mapping point of each antenna on the railroad track according to the longitude and latitude of each antenna;
Level analyzing block, the level and mobile terminal corresponding to the serving cell for being received according to mobile terminal Moving direction, obtain the level by turning the weak corresponding antenna in turning point and turnover time by force;
Second mobile terminal longitude and latitude obtain module, for the mapping point using the antenna on the railroad track longitude and latitude as The longitude and latitude of mobile terminal obtains mobile terminal with the longitude and latitude of corresponding turnover time change.
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