Method and a system for locating a vehicle on a track

Abstract

A method of locating a rail vehicle on a rail track includes the following steps:

Description

BACKGROUND OF THE INVENTION

[0001] 1. Field of the Invention

[0002] The present invention relates to a method of locating a vehicle on a track, and especially a rail vehicle on a rail track, enabling great accuracy to be obtained as to the position of the vehicle from an approximate measurement of the speed of the vehicle and a single inertial magnitude measured on board the vehicle.

[0003] The invention also relates to a location system implementing the method and which can be used in particular to control controlled systems intended to improve the comfort of passengers.

[0004] 2. Description of the Prior Art

[0005] The simplest technique routinely employed for locating a rail vehicle on a rail track is to measure the distance traveled on the track from a starting point by integrating the speed of the vehicle. However, the speed of the vehicle is usually measured by measuring the rotation speed of the axles. The diameter of the wheels decreases as they wear down and the wheels skid when there is a high drive torque and low adhesion. Thus integrating the speed can lead to high errors between the measured position and the actual position of the vehicle after a few tens of kilometers.

[0006] Another prior art technique for locating a vehicle consists of equipping the rail tracks with beacons for precisely locating the rail vehicle on the track on which it is traveling. However, this technique has the disadvantage of making it necessary to install beacons along all the rail tracks of a rail network and its cost is therefore prohibitive. The technique consisting of locating a vehicle by means of the GPS system has the disadvantage of not enabling the vehicle to be located in shadow areas such as tunnels.

[0007] French patent application FR-99 07 435 filed by the applicant remedies the above disadvantages by locating a rail vehicle on a rail track by correlating a track profile calculated from the output of a plurality of inertial sensors disposed on board the vehicle with a map of the rail track stored during a previous journey. However, this kind of location technique requires the presence of a plurality of inertial sensors, which has the disadvantage that the sensors increase the cost of the rail vehicle. What is more, this kind of location method does not necessarily guarantee continuous location because it is based on searching a database for a correlation between measured values and a stored track profile.

[0008] The object of the invention is to alleviate the above disadvantages by proposing a method that allows accurate location of a vehicle on a track, by continuous convergence, without requiring additional trackside equipment, and using only one inertial sensor, so that it is simple and economical to implement.

SUMMARY OF THE INVENTION

[0009] The invention therefore provides a method of locating a rail vehicle on a rail track which includes the following steps:

[0010] measuring the speed of the vehicle at different times using means providing an approximate value of the actual speed of the vehicle;

[0011] measuring an inertial magnitude at different times using a single inertial sensor disposed on board the vehicle, the inertial magnitude being chosen to depend only on the speed of the vehicle and a geometrical characteristic specific to the track, such as the cant or the radius of curvature;

[0012] calculating the abscissa of the vehicle on the track by means of a convergent algorithm based on a non-linear observer, from known values of the measured approximate speed of the vehicle at different times preceding the time at which the vehicle is to be located, the measurements of the inertial magnitude and a database in which the geometrical characteristics specific to the track and its spatial derivative are stored for different curvilinear abscissae, the database being obtained by a learning process conducted beforehand.

[0013] According to another feature of the invention:

[0014] the speed Vm of the vehicle is measured at constant time intervals DTo, the measurements of the speed Vm(ti) being effected at times ti, iε[1,N] of an observation time window To preceding the measurement time tN at which the vehicle is to be located and being stored in a memory;

[0015] the measurements of the inertial magnitude y(ti) effected on board the vehicle for the different times ti are stored in a memory;

[0016] an estimated curvilinear abscissa {tilde over (S)}N of the vehicle at the time tN is calculated by successive iteration, each new measurement time tN generating a new calculation iteration for which the observation window To is shifted by an amount DTo so that the starting point i=0 of the new observation window To coincides with the abscissa of the measurement point i=1 of the observation window To of the preceding iteration, the estimated curvilinear abscissa {tilde over (S)}N being calculated using the equation: 1${\tilde{s}}_N={\hat{s}}_0+\sum _{i=1}^{i=N}{\tilde{V}}_i*{\mathrm{DT}}_0,\mathrm{with}{\tilde{V}}_i=\left(1+e\left({\hat{s}}_0\right)\right)*\mathrm{Vm}\left(t_i\right)$

[0017] in which {tilde over (V)}i is the corrected speed of the vehicle at each time ti of the observation window To, e(ŝo) is the relative speed error and so is the corrected curvilinear abscissa of the starting point of the observation window To, e(ŝo) and so being obtained in the preceding iteration by a convergent algorithm based on a non-linear observer from measurements of the speed Vm(ti), the single inertial magnitude y(ti) at each time ti and the geometrical characteristic RO({tilde over (S)}i) and its spatial derivative DRO({tilde over (S)}i) at the level of the curvilinear abscissa {tilde over (S)}i estimated using the equation 2${\tilde{s}}_i={\hat{s}}_0+\sum _{n=1}^i\tilde{V}n*{\mathrm{DT}}_o.$

[0018] The method according to the invention can further include one or more of the following features, individually or in any technically feasible combination

[0019] the database contains triplets (Sj, ROj, DROj) obtained by measuring the inertial magnitude y(Sj) at different abscissae sj during a previous journey of a vehicle along the track under operating conditions guaranteeing a precise knowledge of the data of the triplets;

[0020] for any estimated abscissa {tilde over (S)}i of the track the values of the geometrical characteristic RO({tilde over (S)}i) and the spatial derivative DRO({tilde over (S)}i) are calculated by interpolation between two triplets (Sj, ROj, DROj) stored in the database;

[0021] the inertial sensor is a yaw rate gyro;

[0022] the inertial sensor is a roll rate gyro;

[0023] the vehicle is a rail vehicle travelling along a rail track;

[0024] the method of locating a vehicle on a track is used to control controlled systems of a rail vehicle which have to be controlled in phase with the geometry of the track, such as a tilt system or an active transverse suspension system, recorded passenger announcements or a speed profile imposed on the vehicle.

[0025] The invention also provides a system for locating a vehicle on a track employing the above method and which includes:

[0026] measuring means providing the approximate speed of the vehicle;

[0027] a single inertial sensor;

[0028] a database in which a geometrical characteristic specific to the track and its spatial derivative for different curvilinear abscissae of the track are stored; and

[0029] a computer receiving the information from the speed measuring means and from the sensor, the computer being connected to the database to calculate the abscissa of the vehicle on the track.

[0030] Other features and advantages will emerge from the following description of one embodiment of a location method according to the invention, which description is given by way of example only and with reference to the accompanying drawings.

BRIEF DESCRIPTION OF THE DRAWINGS

[0031] FIG. 1 is a diagram showing the principle of an observation time window used in one particular embodiment of a location method according to the invention.

[0032] FIG. 2 is a block diagram showing the structure of a location system according to the invention.

[0033] FIG. 3 is a flowchart showing the main steps of a location method according to the invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0034] FIG. 1 shows a rail vehicle traveling on a rail track, the rail vehicle incorporating an inertial sensor 12 which is advantageously a yaw rate gyro, and means 13 for measuring the approximate actual speed of the vehicle, of the kind usually provided on board a rail vehicle and using a method based on the rotation speed of the axles. In a variant of the location method, the inertial sensor 12 is a roll rate gyro or a transverse acceleration sensor.

[0035] FIG. 2 is a block diagram of a system for locating a rail vehicle enabling a vehicle to be located accurately on a rail track. As can be seen in FIG. 2, the location system includes a computer 14 which is connected to the yaw rate gyro 12 and to the means 13 for measuring the approximate speed of the vehicle. The computer 14 is associated with a database 16 in which a geometrical characteristic ROj specific to the track and its spatial derivative DROj for different abscissa Sj of the track are stored in the form of triplets (sj, ROj, DROj). The geometrical characteristic stored in the database 16 depends on the inertial sensor 12 used and must enable a theoretical value of the inertial measurement supplied by the sensor 12 to be calculated, in conjunction with the speed of the vehicle.

[0036] Accordingly, if the inertial sensor 12 is a yaw rate gyro, the characteristic RO contained in the database 16 is the curvature of the track. The curvature ρ(s) of a rail track varies only very slowly as a function of the abscissa s within a curve and the measured value y(t) supplied by a yaw rate gyro can therefore be written y(t)≈ρ(s).V(s) where ρ(s) is the curvature of the track at the abscissa s and V(s) is the speed of the vehicle.

[0037] If the inertial sensor 12 is a roll rate gyro, the characteristic RO contained in the database 16 is the cant D(s) of the track. The cant is generally small compared to the distance L between the rails, and the measurement y(t) supplied by the roll rate gyro can be written: 3$y\left(t\right)\approx \frac{1}{L}·\frac{dD\left(s\right)}{ds}·V\left(s\right)$

[0038] The triplets (ROj, DROj, Sj) in the database 16 are obtained by a learning process entailing a rail vehicle travelling over the rail tracks and measuring the inertial value by means of the inertial measurement means 12 for different abscissae sj obtained by integrating the speed of the vehicle. Of course, during this journey of the vehicle for instructing the database 16, the speed-measuring means 13 are calibrated and the traveling conditions are chosen so that there is no slip between the wheels and the rails, so that the measured speed and therefore the abscissae of the track obtained are accurate. The geometrical characteristic of the track and the cant are calculated off-line, by inverse application of one of the previous equations, and then by differentiating with respect to the abscissa.

[0039] As described next with reference to FIG. 3, which is a flowchart showing the general functioning of the location system, the computer 14 successively iterates a series of calculation steps based on values measured by the yaw rate gyro 12 and the speed measuring means 13 in an observation time window of width To shown in FIG. 1.

[0040] As described next with reference to FIG. 3, which is a flowchart showing the general functioning of the location system, the computer 14 iterates a series of calculation steps in an observation time window of width To in which the values y(ti) produced by the yaw rate gyro 12 and the values Vm(ti) produced by the speed measuring means 13 are stored at different times ti, iε[1,N], corresponding to a curvilinear abscissa Ŝi of the vehicle, the various times ti being separated by a fixed period DTo. As in FIG. 1, in which the preceding iteration observation window To is shown in dashed line, the observation window To is shifted by the time interval DTo on each new iteration so that the new abscissa Ŝ0, corresponding to the starting point of the new observation window, corresponds to the abscissa Ŝ1 of the observation window used in the preceding iteration.

[0041] To simplify the calculations, it is assumed in the particular embodiment of the location method described hereinafter that the speed varies slowly and therefore that the derivative {dot over (e)}(Ŝ0) of the relative error on the measured speed is zero over the observation time To. The series of calculation steps performed by the computer 14 on each iteration, i.e. each time that the observation window is shifted in time by DTo, is described hereinafter. The last point tN corresponds to the last measurement point.

[0042] In a first step 18 the computer 14 receives and stores in its memory the Nth value Y(tN) from the yaw rate gyro 12 and the Nth value Vm(tN) from the speed measuring means 13 and added in the memory to the measurements obtained at the various times ti situated in the observation time window of width To preceding the current time tN at which the vehicle is to be located.

[0043] During the first step 18, the computer 14 also receives the observed curvilinear abscissa Ŝ0 and the relative speed error e(Ŝ0) calculated by the computer 14 during the preceding iteration. The abscissa Ŝ0 corresponds to the starting point of the new observation window. To start the calculation process it is assumed for the first calculation iteration, for which there is no preceding iteration, that the starting curvilinear abscissa Ŝ0 is known approximately and that e(Ŝ0) is zero, for example.

[0044] From the above data, the computer 14 calculates the corrected speed {tilde over (V)}(ti) for each time ti in the observation window To from the equation:

{tilde over (V)} (ti)=(1+e(Ŝ0))·Vm(ti)

[0045] In the next step 20 the computer 14 calculates an estimate {tilde over (S)}i of each curvilinear abscissa by time integration of the corrected speed {tilde over (V)}(ti) in the observation window To, in other words: 4${\tilde{s}}_i={\hat{s}}_0+\sum _{n=1}^i\tilde{V}\left(t_n\right)·{\mathrm{DT}}_o$

[0046] At the end of step 20, for i=N, the estimated position of the vehicle at the current time tN is known from the equation: 5${\tilde{s}}_N={\hat{s}}_0+\sum _{i=1}^N\tilde{V}\left(t_i\right)·{\mathrm{DT}}_o,$

[0047] that abscissa corresponding to the corrected position of the rail vehicle on the rail track obtained by the location method.

[0048] The subsequent calculation steps calculate the corrected abscissa Ŝ1 of the point 1 of the observation window To and the relative speed error e(Ŝ1) observed at the same point 1, the values Ŝ1 and e(Ŝ1) serving respectively as reference data Ŝ0 and e(Ŝ0) for calculating the corrected position of the vehicle on the next calculation iteration.

[0049] In step 22, the computer 14 initially calculates the values of the radius of curvature RO({tilde over (S)}i) and its spatial derivative DRO({tilde over (S)}i) for each estimated curvilinear abscissa {tilde over (S)}i. The values RO({tilde over (S)}i) and DRO({tilde over (S)}i) are calculated by linear interpolation between two adjacent triplets (ROj, DROj, sj) extracted from the database 16.

[0050] In the same step 22 the inertial measurement {tilde over (y)}({tilde over (S)}i) at each estimated curvilinear abscissa {tilde over (S)}i is estimated using the equation {tilde over (y)}({tilde over (S)}i)=RO({tilde over (S)}i)·{tilde over (V)}(ti)

[0051] In the next step 24 the computer 14 calculates the derivative of the observed abscissa {dot over (S)}(Ŝ1) and the derivative of the relative speed error {dot over (e)}(Ŝ1) for the speed measured at the point 1 in the observation window To using the sliding horizon state observer method, the theory of which is described in a paper by Mazen ALAMIR published in 1999 in the journal “International Journal of Control”, volume 72, No 13, pages 1204 to 1217.

[0052] The values {dot over (S)}(Ŝ1) and {dot over (e)}(Ŝ1) are calculated from the following equations, obtained by applying the mathematical method defined above to the location of the rail vehicle: 6$\&LeftBracketingBar;\begin{array}{c}\stackrel{.}{s}\left({\hat{s}}_1\right)\\ \stackrel{.}{e}\left({\hat{s}}_1\right)\end{array}\&RightBracketingBar;=\&LeftBracketingBar;\begin{array}{c}\left(1+e\left({\hat{s}}_0\right)\right)·V_m\left(t_1\right)\\ 0\end{array}\&RightBracketingBar;-k·G^T·{\left(G·G^T+\alpha \right)}^{-1}·\sqrt{J}$

[0053] where G=|G1 G2| where 7$G_1=\sum _{i=1}^N{𝒳}_{1i}·{\mathrm{DT}}_o,G_2=\sum _{i=1}^N\left({𝒳}_{1i}·V_m\left(t_i\right)+{𝒳}_{2i}\right)·{\mathrm{DT}}_o$

[0054] and 8$J=\sum _{i=1}^N{\left(\tilde{V}\left(t_i\right)·\mathrm{RO}\left({\tilde{s}}_i\right)-y\left(t_i\right)\right)}^2·{\mathrm{DT}}_o$

[0055] The intermediate variables X1i and X2i are determined from the following equations:

X1i =2·(RO({tilde over (S)}i)·{tilde over (V)}(ti)−y(ti))·{tilde over (V)}(ti)·DRO({tilde over (S)}i),

X2i =2·(RO({tilde over (S)}i)·{tilde over (V)}(ti)−y(ti))·Vm(ti)·RO({tilde over (S)}i)

[0056] In the above equations, k and α are parameters. For example 9$k=\frac{0.2}{\sqrt{{\mathrm{DT}}_o}}$

[0057] to guarantee that the observer makes an estimate with a minimum error and α=1 to guarantee stability in a straight line.

[0058] Calculating {dot over (S)}(Ŝ1) and {dot over (e)}(Ŝ1) then yields, by time integration, the corrected value Ŝ1 and the value e(Ŝ1) respectively corresponding to the corrected abscissa and the relative speed error for the speed at point 1 in the observation window To.

[0059] The values Ŝ1 and e(Ŝ1) obtained in step 24 are then fed back to the input of the first calculation step 18 so that they can be used during the next calculation iteration, the values Ŝ1 and e(ŝ1) obtained in this way corresponding to the values of Ŝ0 and e(Ŝ0) used in the new calculation iteration, for which the observation window To is shifted so that the starting point i=0 of the new observation window corresponds to the point i=1 of the preceding observation window.

[0060] The above kind of location method has the advantage of locating the rail vehicle accurately at each measurement time tN.

[0061] The location method according to the invention can advantageously be used to control controlled systems of a rail vehicle which need to be controlled in phase with the geometry of the rail track, such as a tilt system or an active transverse suspension system, or speed profiles imposed on the vehicle.

[0062] The invention that has just been described has the advantage of being economical to implement, requiring only one inertial sensor on board the vehicle, the approximate speed of the vehicle and a database containing a geometrical characteristic specific to the track.

[0063] Of course, the invention is in no way limited to the example previously described, which assumes that the speed varies slowly and therefore that the derivative of the relative error on the speed is zero over the time window To in order to simplify the calculations. To the contrary, the location method can more generally use the sliding horizon state observer theory and take account of faster variations in the speed by using the following equations: 10$\&LeftBracketingBar;\begin{array}{c}\stackrel{.}{s}\\ \stackrel{.}{e}\\ \stackrel{.}{f}\\ ·\\ \stackrel{.}{J}\end{array}\&RightBracketingBar;=\&LeftBracketingBar;\begin{array}{c}\left(1+e\right)·\mathrm{Vm}\\ f\\ g\\ ·\\ {\&LeftDoubleBracketingBar;\mathrm{RO}·\stackrel{.}{s}-y\&RightDoubleBracketingBar;}^2\end{array}\&RightBracketingBar;-k·G^T·{\left(G·G^T+\alpha \right)}^{-1}·\sqrt{J}$

[0064] in which {dot over (e)},{dot over (f)},{dot over (g . . . represent the successive derivatives of the relative speed error e, with f=e)},g={dot over (f)}, and so on.

[0065] In the above equations, k and α are variable parameters and G is the gradient of the criterion J as a function of the state of the system, which is given by the solution A of the following differential matrix equation: 11$\stackrel{.}{A}=\&LeftBracketingBar;\begin{array}{cccccc}0& \mathrm{Vm}& 0& 0& ·& 0\\ 0& 0& 1& 0& ·& 0\\ 0& 0& 0& 1& ·& 0\\ ·& ·& ·& ·& ·& ·\\ {\chi }_1& {\chi }_2& 0& 0& 0& 0\end{array}\&RightBracketingBar;·A\mathrm{and}A\left(0\right)=\&LeftBracketingBar;\begin{array}{cccccc}1& 0& 0& 0& ·& 0\\ 0& 1& 0& 0& ·& 0\\ 0& 0& 1& 0& ·& 0\\ ·& ·& ·& ·& ·& ·\\ 0& 0& 0& 0& ·& 1\end{array}\&RightBracketingBar;$

[0066] where 12${\chi }_1=\frac{\partial \stackrel{.}{J}}{\partial s}=2·\left(\mathrm{RO}·\stackrel{.}{s}-y\right)·\stackrel{.}{s}·\mathrm{DRO}$${\chi }_2=\frac{\delta \stackrel{.}{J}}{\delta e}=2·\left(\mathrm{RO}·\stackrel{.}{s}-y\right)·V_m·\mathrm{RO}$

[0067] Accordingly, taking the case of a zero order observer, i.e. taking {dot over (e)}=0 in the observation window To, the equations employed in the particular embodiment previously described are obtained, namely: 13$G^T={\int }_0^{T_o}\&LeftBracketingBar;\begin{array}{c}{\chi }_1\\ {\chi }_1·V_m+{\chi }_2\end{array}\&RightBracketingBar;·dt$

[0068] In the case of a second order observer, i.e. for {dot over (g)}=0 in the observation window To the following equation is then obtained: 14$G^T={\int }_0^{\mathrm{To}}\&LeftBracketingBar;\begin{array}{c}{\chi }_1\\ {\chi }_1·V_m+{\chi }_2\\ {\chi }_1·{\int }_0^t\left(V_m\left(\tau \right)·\tau ·d\tau \right)+{\chi }_2·t\\ \frac{1}{2}·{\chi }_1·{\int }_0^t\left(V_m\left(\tau \right)·{\tau }^2·d\tau \right)+\frac{1}{2}·{\chi }_2·t^2\end{array}\&RightBracketingBar;·dt$

Claims

1. A method of locating a rail vehicle on a rail track which includes the following steps: measuring the speed of said vehicle at different times using means providing an approximate value of the actual speed of said vehicle; measuring an inertial magnitude at different times using a single inertial sensor disposed on board said vehicle, said inertial magnitude being chosen to depend only on said speed of said vehicle and a geometrical characteristic specific to said track; calculating an abscissa of said vehicle on said track by means of a convergent algorithm based on a non-linear observer, from known values of the measured approximate speed of said vehicle at different times preceding the time at which said vehicle is to be located, said measurements of said inertial magnitude and a database in which said geometrical characteristics specific to said track and its spatial derivative are stored for different curvilinear abscissae, said database being obtained by a learning process conducted beforehand.

2. The method claimed in claim 1 of locating a rail vehicle on a rail track, wherein Ŝi represents a curvilinear abscissa of said vehicle at time ti and: said speed Vm of said vehicle is measured at constant time intervals DTo, said measurements of said speed Vm(ti) being effected at times ti, iε[1,N] of an observation time window To preceding the measurement time tN at which said vehicle is to be located and being stored in a memory; said measurements of said inertial magnitude y(ti) effected on board said vehicle for said different times ti are stored in a memory; and an estimated curvilinear abscissa {tilde over (S)}N of said vehicle at the time tN is calculated by successive iteration, each new measurement time tN generating a new calculation iteration for which said observation window To is shifted by an amount DTo so that the starting point i=0 of the new observation window To coincides with the abscissa of the measurement point i=1 of said observation window To of the preceding iteration, said estimated curvilinear abscissa {tilde over (S)}N being calculated using the equation: 15s~N=s^0+∑i=1i=N⁢V~i*DTo,with⁢ ⁢V~i=(1+e⁡(s^0))*Vm⁡(ti)in which {tilde over (V)}i is the corrected speed of said vehicle at each time ti of said observation window To, e(Ŝ0) is the relative speed error and so is the corrected curvilinear abscissa of the starting point of said observation window To, e(Ŝ0) and e,cir S0 being obtained in the preceding iteration by a convergent algorithm based on a non-linear observer from measurements of said speed Vm(ti), said single inertial magnitude y(ti) at each time ti and said geometrical characteristic RO({tilde over (S)}i) and its spatial derivative DRO({tilde over (S)}i) at the level of the curvilinear abscissa {tilde over (S)}i estimated using the equation 16s~i=s^0+∑n=1i⁢V~n*DTo.

3. The method claimed in claim 1 of locating a vehicle on a track, wherein said database contains triplets obtained by measuring said inertial magnitude y(tj) at different abscissae Sj during a previous journey of a vehicle along said track under operating conditions guaranteeing a precise knowledge of the data of said triplets.

4. The method claimed in claim 3 of locating a vehicle on a track, whrein for any estimated abscissa {tilde over (S)}i of said track said values of said geometrical characteristic RO({tilde over (S)}i) and said spatial derivative DRO({tilde over (S)}i) are calculated by interpolation between two triplets stored in said database.

5. The method claimed in claim 1 of locating a vehicle on a track, wherein said inertial sensor is a yaw rate gyro.

6. The method claimed in claim 1 of locating a vehicle on a track, whrein said inertial sensor is a roll rate gyro.

7. The method claimed in claim 2 of locating a vehicle, wherein said relative measured speed error e(Ŝ1) and said corrected abscissa Ŝ1 are calculated in each observation window To from the following sliding horizon state observer equations:

8. The method claimed in claim 7 of locating a vehicle on a track, wherein said derivative {dot over (e)}(Ŝ0) of said relative measured speed error is considered to be zero in said observation window To and said relative speed error e(Ŝ1) and said corrected abscissa Ŝ1 of said observation window To respectively corresponding to e(Ŝ0) and Ŝ0 of said observation window To in the next calculation iteration are calculated from the following equations:

9. The method claimed in claim 1 of locating a vehicle on a track, when used to control controlled systems of a rail vehicle which have to be controlled in phase with the geometry of said track, such as a tilt system or an active transverse suspension system, or a speed profile imposed on said vehicle.

10. A system for locating a vehicle on a track employing the method claimed in claim 1, which system includes: measuring means providing the approximate speed of said vehicle; a single inertial sensor; a database in which a geometrical characteristic specific to said track and its spatial derivative for different curvilinear abscissae of said track are stored; and a computer receiving the information from said measuring means and from said sensor, said computer being connected to said database to calculate the abscissa of said vehicle on said track.

11. The system claimed in claim 10 wherein Ŝi represents a curvilinear abscissa of said vehicle at time ti and: said speed Vm of said vehicle is measured at constant time intervals DTo, said measurements of said speed Vm(ti) being effected at times ti, iε[1,N] d of an observation time window To preceding the measurement time tN at which said vehicle is to be located and being stored in a memory; said measurements of said inertial magnitude y(ti) effected on board said vehicle for said different times ti are stored in a memory; and an estimated curvilinear abscissa {tilde over (S)}N of said vehicle at the time tN is calculated by successive iteration, each new measurement time tN generating a new calculation iteration for which said observation window To is shifted by an amount DTo so that the starting point i=0 of the new observation window To coincides with the abscissa of the measurement point i=1 of said observation window To of the preceding iteration, said estimated curvilinear abscissa {tilde over (S)}N being calculated using the equation: 23s~N=s^0+∑i=1i=N⁢V~i*DTo,with {tilde over (V)}i=(1=e(Ŝ0))*Vm(ti) in which {tilde over (V)}i is the corrected speed of said vehicle at each time ti of said observation window To, e(Ŝ0) is the relative speed error and so is the corrected curvilinear abscissa of the starting point of said observation window To, e(Ŝ0) and Ŝ0 being obtained in the preceding iteration by a convergent algorithm based on a non-linear observer from measurements of said speed Vm(ti), said single inertial magnitude y(ti) at each time ti and said geometrical characteristic RO({tilde over (S)}i) and its spatial derivative DRO({tilde over (S)}i) at the level of the curvilinear abscissa {tilde over (S)}i estimated using the equation 24s~i=s^0+∑n=1i⁢V~n*DTo.

12. The system claimed in claim 10, wherein said database contains triplets obtained by measuring said inertial magnitude y(tj) at different abscissae sj during a previous journey of a vehicle along said track under operating conditions guaranteeing a precise knowledge of the data of said triplets.

13. The system claimed in claim 12, wherein for any estimated abscissa {tilde over (S)}i of said track said values of said geometrical characteristic RO({tilde over (S)}i) and said spatial derivative DRO({tilde over (S)}i) are calculated by interpolation between two triplets stored in said database.

14. The system claimed in claim 10, wherein said inertial sensor is a yaw rate gyro.

15. The system claimed in claim 10, wherein said inertial sensor is a roll rate gyro.

16. The method claimed in claim 11, wherein said relative measured speed error e(Ŝ1) and said corrected abscissa Ŝ1 are calculated in each observation window To from the following sliding horizon state observer equations:

17. The system claimed in claim 16, wherein said derivative {dot over (e)}(Ŝ0) of said relative measured speed error is considered to be zero in said observation window T. and said relative speed error e(Ŝ1) and said corrected abscissa Ŝ1 of said observation window To respectively corresponding to e(Ŝ0) and Ŝ0of said observation window To in the next calculation iteration are calculated from the following equations:

18. The system claimed in claim 10, when used to control controlled systems of a rail vehicle which have to be controlled in phase with the geometry of said track, such as a tilt system or an active transverse suspension system, or a speed profile imposed on said vehicle.