Process and system to determine temporal changes in retransmission and propagation of signals used to measure distances, syncronize actuators and georeference applications
09726759 · 2017-08-08
Assignee
Inventors
Cpc classification
G01S5/06
PHYSICS
G01S13/878
PHYSICS
G01S5/0263
PHYSICS
G01S5/04
PHYSICS
International classification
Abstract
The proposed solution includes the use of four reference bases on the ground at known positions, with a coded time signal transmitted by one of them which is retransmitted by the repeater station and received by each of the reference bases. Using two distinct sets of three reference bases it is possible to calculate the differences between two positions for the repeater station, assigning to the later changes in time, phase or frequency as well as temporal changes due to the signal propagation in the medium, for the respective elevation angles found for the repeater. It can be then identified which values attributed to the temporal changes produces a minimum difference between the two respective positions of the repeater station. The identified temporal change can be used for the correct determination of the repeater station and its use on pertinent applications.
Claims
1. A process to determine temporal changes in retransmission and propagation of signals, to measure distances, synchronize actuators, and georeferencing, comprising the steps of: installing four reference bases, each of the four reference bases comprising a receiver device, wherein three of the four reference bases are not collinear, are positioned at known geographic positions, and are visible from a repeater station; emitting, from a transmitter device at a reference instant, a one time coded signal containing an identification of a corresponding one of the four reference bases and of the reference instant; receiving, in the receiver device at each one of the four reference bases, the one time coded signal as received and retransmitted by the repeater station; attributing, systematically, different arbitrary values to a change in time, phase or frequency to the repeater station to obtain one or more attributed temporal changes; calculating, for each one of the one or more attributed temporal changes, one respective position difference for the repeater station obtained with the use of two distinct sets of the three reference bases that are not collinear; identifying which one of the attributed temporal changes at the repeater station results in a minimum difference between two positions of the repeater station, wherein the two positions are obtained using the two distinct sets of the three reference bases that are not collinear; and utilizing the temporal changes to determine a position of the repeater station.
2. The process according to claim 1, wherein the position difference for the repeater station is calculated by attributing certain values to the one or more attributed temporal changes in a sufficiently high number of values, and the minimum difference is identified.
3. The process according to claim 2, wherein the position difference for the repeater station accounts for temporal changes due to a signal propagation characteristic of a medium in which the repeater station operates, known propagation models, and elevation angles for the repeater station as seen from each of the four bases.
4. The process according to claim 3, further comprising a step of determining repeater station coordinates with corrections for changes in time, frequency or phase, for a given instant of reference.
5. The process according to claim 3, further comprising a step of disseminating time signals to other points with known geographic positions for synchronization of clocks installed in each of the four reference bases.
6. The process according to claim 3, further comprising: emitting, from one of the four reference bases and at successive instants, coded signals and successive coordinates for the repeater station, corrected taking into account the time, frequency or phase changes in retransmission and propagation of said coded signals in order to determine a navigation of the repeater station; retransmitting, by the repeater station, the coded signals to other targets with unknown geographic positions, each one of the other targets having a clock that is synchronized to clocks installed at the four reference bases; obtaining distances from the repeater station to the other targets, corrected for the time changes on retransmission and on the propagation in the medium; and determining targets' coordinates by measuring time differences in at least three successive instants, with the adoption of changes in time, phase or frequency.
7. The process according to claim 6, further comprising a step of: calculating a spatial positioning of a particular target based on a distance from the repeater station to each of the four reference bases and to the other targets with the unknown geographic positions and based on corrections for the time changes at the repeater station and the time changes caused by the signal propagation in the medium, wherein the unknown geographic positions are not along a single straight line.
8. A system to determine temporal changes in retransmission and propagation of signals, addressed for measurement of distances, synchronize actuators and georeferencing, from a remote and inaccessible repeater station containing a transponder, the system comprising: four reference bases, wherein three of the four reference bases are not collinear, are at known geographic positions, and are visible from the repeater station; one transmitting device configured to emit, at a reference instant, a time coded signal containing an identification of a reference transmitting base and of an instant of emission; one receiving device installed at each one of the four reference bases, the one receiving device capable to receive the time coded signal, wherein the time coded signal is emitted by the transmitting device and retransmitted by the repeater station; a plurality of precision clocks, wherein each one of the plurality of precision clocks is installed at every one of the four reference bases; one central processing station that: receives the coded time signal that is retransmitted by the repeater station, compares the coded time signal to a coded time signal generated at an emitting reference base, assigns different arbitrary values for changes in time, phase or frequency, calculates, for each of a plurality of assigned temporal changes, a respective difference between positions for the repeater station, wherein the respective difference is obtained from two distinct sets of three reference bases, identifies which value assigned to the temporal change at the repeater station results in a minimum difference between two positions found for the repeater station, and processes a corresponding temporal change to determine a position of the repeater station; and one transmission device provided at each of the three reference bases, each transmission device forwarding to the central processing station a time difference between the coded time signal received from the transponder at the repeater station and the respective coded time signal generated at each one of the three reference bases.
9. The system according to claim 8, wherein the central processing station is defined at an emitting reference base, provided with the transmission device.
10. The system according to claim 8, wherein the central processing station is able to calculate algebraically differences between positions of the repeater station and assign values for the temporal change in a sufficient number of assignments to allow an identification of the minimum differences.
11. The system according to claim 10, wherein a repetition of iterative calculations of differences between positions of the repeater station, when processed by the central processing station, include signal propagation characteristics to a medium where the characteristics propagate, and wherein the characteristics are obtained from known models and elevation angles of the repeater station as seen from the reference bases.
12. The system according to claim 11, wherein the central processing station determines coordinates of the repeater station with correction of changes in time, frequency or phase, for a given instant of reference.
13. The system according to claim 11, further comprising other points having known geographic positions for which the time coded signals are disseminated, for synchronization of the plurality of precision clocks.
14. The system according to claim 11, further comprising other targets with unknown geographic positions and having corresponding clocks synchronized to the plurality of precision clocks.
15. The system according to claim 14, wherein the central processing station calculates a spatial positioning of a particular target based on a distance of the repeater station to the reference bases and to the other targets with unknown geographic positions, wherein calculating includes corrections for temporal changes at the repeater station and temporal changes caused by propagation in the medium, and wherein the unknown geographic positions are not in a same straight line.
Description
BRIEF DESCRIPTION OF THE FIGURES
(1) The present invention will be described with reference to the attached figures, provided with the scope to illustrate, namely:
(2)
(3) The four bases have their own means of communication to the central processing station, to where they send the time differences between the time signal retransmitted by the repeater and their respective clocks. For simplicity, the central processing station could be the same reference base where the time signals are transmitted.
(4)
(5)
DESCRIPTION OF THE INVENTION
(6) As mentioned before, and illustrated in the attached
(7) The invention here presented utilizes four reference bases A, B, C, and D, every three of them not collinear, installed on the ground (see
(8) According to the proposed system one of the four reference bases A, B, C, D contains one coded time signal transmitter T and one receiver REC of the signals retransmitted by the transponder provided at the remote repeater station R. To simplify the description the transmitter is associated to base A. The four reference bases A, B, C, D have receivers to receive the time coded signals retransmitted by the remote transponder at the repeater station R. With exception of base A which contains the transmitting mean T, the other bases have means to transmit the respective differences between the coded time signal received from the remote transponder and time coded signal generated in each one of them, to a central processing base E. To simplify, the reference base A (herewith called central base) can be the same base that transmits the time signals. At the central base the coded time signal received from the remote transponder is compared to the coded time signal generated at the same reference base. The four reference bases have their own precision clocks RL each one synchronized to each other.
(9) The four reference bases A, B, C, D have their own precision clocks RL and means to compare the time signal retransmitted by the remote transponder to the time generated locally. The reference bases process their local differences in time, and transmit them to the central base E which, for simplicity can be the same reference base A, which also have emitted the original signal transmission. The local differences in time will be transmitted to the central base by some mean of communication such as, for example, commercial telecommunication, or making use of the same remote repeating station for data communication.
(10) The correct position for the spatial repeater station R will depend on the knowledge of the temporal changes and/or phase delay at the repeater station R and those caused my the signal propagation in the medium, needed to correct the time differences measured in relation to each three over four reference bases A, B, C, and D. The good performance of the system requires the knowledge of phase delays undergone by the signals being transmitted, in all segments and, in particular, in the coded time signal transit by the repeater station (transponder) R and those caused by propagation.
(11) The present invention resolves the current difficulties to determine correctly and by economically feasible means, the temporal change measurements, or the phase delays, for example, undergone by the signal in the retransmission link at a repeater station R, remote and inaccessible, and in their propagation in the media involved, such as the in the terrestrial atmosphere and ionosphere, as it occurs for stations located in space, in satellite platforms.
(12) With the adoption of four reference bases there are several possible forms to determine the temporal variation on the signal received and retransmitted by the repeater station, or by the transponder. It can be used, for example, a more general procedure with great accuracy to determine the time changes at the repeater station R, which to not depend on the disposition of the planes containing the four reference bases A, B, C and D.
(13) It is possible to adopt the same spherical and euclidean coordinate systems utilized by P. L. Kaufmann et al. (2006), illustrated in
(14) The measurements obtained by the system provide the following data, according to the nomenclature defined below:
AR(δ.sub.B)=(Δt.sub.A−δ.sub.At−δ.sub.Ar−δ.sub.R)(c/2)−2Δ.sub.pdAR
BR(δ.sub.R)=(Δt.sub.B−δ.sub.At−δ.sub.Br−δ.sub.R)c−AR(δ.sub.R)−Δ.sub.pdBR−Δ.sub.pdAR
CR(δ.sub.B)=(Δt.sub.C−δ.sub.At−δ.sub.Cr−δ.sub.R)c−AR(δ.sub.R)−Δ.sub.pdCR−Δ.sub.pdAR
DR(δ.sub.R)=(Δt.sub.D−δ.sub.At−δ.sub.Dr−δ.sub.R)c−AR(δ.sub.R)−Δ.sub.pdDR−Δ.sub.pdAR (1)
Where AR(δ.sub.R), BR(δ.sub.R), CR(δ.sub.R) and DR(δ.sub.R) are the distances from bases A, B, C and D to the repeater R position, respectively, expressed s a function of the temporal changes of the signals transiting by the repeater, δ.sub.B, to be determined; Δt.sub.A, Δt.sub.B, Δt.sub.C and Δt.sub.D are the time differences effectively measured at bases A, B, C and D, respectively; δ.sub.At is the time change caused by the signal passage by circuits and cables when being transmitted from base A, previously measured and known; δ.sub.Ar, δ.sub.Br, δ.sub.Cr and δ.sub.Br are the time changes caused by the signal passage by circuits and cables when being received at bases A, B, C and D, respectively, previously measured and known; and c is the speed of the electromagnetic waves transporting the time coded signals, as for example radio waves, in vacuum, and Δ.sub.pdAR, Δ.sub.pdBR, Δ.sub.pdCR and Δ.sub.pdDR are the distance errors of the segments AR, BR, CR and DR are temporal delays caused by the propagation of signals in the physical media (atmosphere, ionosphere).
(15) The errors in distance above described, caused by temporal deviations due to propagation in the medium are added to the distance deviation due to the time change of the signal at the repeater, δ.sub.R, which is the same for the four segments AR, BR, CR and DR. The coordinates for the repeater station R, as determined for bases A, B and C are expressed by the algorithm already developed by P. L. Kaufmann et al. (2006), in the reference system illustrated in
x.sub.R(δ.sub.R)={[AR(δ.sub.R)].sup.2−[BR(δ.sub.R)].sup.2+AB.sup.2}/2AB
y.sub.R(δ.sub.R)={{[r.sub.1(δ.sub.R)].sup.2−[r.sub.2(δ.sub.R)].sup.2}/2y.sub.C}+y.sub.C/2
z.sub.R(δ.sub.R)={[r.sub.1(δ.sub.R)].sup.2−[y.sub.R(δ.sub.R)].sup.2}.sup.1/2 (2)
where
[r.sub.1(δ.sub.R)].sup.2=[AR(δ.sub.R)].sup.2−[x.sub.R(δ.sub.R)].sup.2
[r.sub.2(δ.sub.R)].sup.2=[CR(δ.sub.R)].sup.2−[(x.sub.C−x.sub.R(δ.sub.R)].sup.2 (3)
IF needed to express the result in spherical coordinates, latitude, longitude and altitude for the repeater, these can be deduced by a simple inverse analytical procedure. On the other hand, with the use of the measurements obtained with the use of base D, we obtain:
x.sub.R′(δ.sub.R)={[AR(δ.sub.R)].sup.2−[BR(δ.sub.R)].sup.2+AB.sup.2}/2AB(igual.sub.R(δ.sub.R))
y.sub.R′(δ.sub.R)={{[r.sub.1′(δ.sub.R)].sup.2−[r.sub.2′(δ.sub.R)].sup.2}/2y.sub.D}+y.sub.D/2
z.sub.R′(δ.sub.R)={[r.sub.1′(δ.sub.R)].sup.2−[y.sub.R′(δ.sub.R)].sup.2}.sup.1/2
where
[r.sub.1′(δ.sub.R)].sup.2=[AR(δ.sub.R)].sup.2−[x.sub.R′(δ.sub.R)].sup.2(igual a[r.sub.1(δ.sub.R)].sup.2)
[r.sub.2(δ.sub.R)].sup.2=[DR(δ.sub.R)].sup.2−[(x.sub.D−x′.sub.R(δ.sub.R)].sup.2 (5)
(16) The two systems of equations permit to formulate the discrepance in the repeater's position as a function of the temporal intended to be determined, according to the following expression:
f(δ.sub.R)=|[x.sub.R(δ.sub.R),y.sub.R(δ.sub.R),z.sub.R(δ.sub.R)]−[x′.sub.R(δ.sub.R),y.sub.R′(δ.sub.R),z.sub.R′(δ.sub.R)]|.sup.2==[x.sub.R(δ.sub.R)−x.sub.R′(δ.sub.R)].sup.2+[y.sub.R(δ.sub.R)−y.sub.R′(δ.sub.R)].sup.2++[z.sub.R(δ.sub.R)−z.sub.R′(δ.sub.R)].sup.2 (6)
(17) Utilizing known numerical calculation methods, such as iterative procedures, for example, by successive approximations, adopting various values for the temporal changes that might have happened in the signal passage by the repeater station, in Will be found the value of the phase delay δ.sub.R at the repeater station R, for which the function f(δ.sub.R) assumes a minimum value, which will be close to the searched value, needed for the utilization by the system considered in this invention. This procedure can be done with the simultaneous use of data from the other two sets of reference bases A, B, D and A, C, D, adopting base A as the transmitter and improving the accuracy of δ.sub.R determination.
(18) The iterative described above can include the corrections of the time changes due to the propagation velocities, distinct from c, of the signals that transport the coded time information in the media represented by the low and high terrestrial atmosphere. These velocities are distinct from the speed of light c in vacuum, and its effect correspond to delays in phase of in time causing an apparent larger distance for the measured segments, as described by the equations of system (1). The respective time or phase delays correspond to deviations in the respective segments, which can be calculated at the same time by the iterative process described before, with the determination of the elevation angles from the repeater H, as see from the bases A, B, C and D, and adopting a model to describe the respective segments deviations (as for example described by S. M. Hunt et al., “Equatorial atmospheric and ionospheric modeling at Kwajalein missile range”, Lincoln Laboratory Journal, vol. 12, pp. 45-64, 2000; S. M. Honma, Y. Tamura e M. J. Reid, “Tropospheric delay calibrations for VERA”, Publ. Astron. Soc. Japan., vol. 60, pp. 951-960, 2008). The process calculations are repeated adopting the deviations for the respective segments, due to propagation effects in the terrestrial atmosphere added to systems of equations (1), obtaining the correction for the time transit at the repeater added to the correction of correction for signal propagation times at all segments, allowing the calculation of the searched coordinates with great accuracy. The process and system proposed by the invention allows the remote determination of the temporal changes at the link defined by the signal repeater station and the temporal changes due to the propagation of signals in the medium, simultaneously to measurements of distance, navigation, clock synchronization and geographic positioning, for every discrete temporal sequence utilized in the procedure. To calculate the corrected distances, geographic coordinates of the repeater and of the targets and applications in time synchronization it will be used the analytical procedures described in the article of P. L. Kaufmann et al., “Non recursive algorithm for remote geolocation using ranging measurements”, Math. Problems in Engineering, v. 2006, pp. 1-9, Article ID79389, DOI:10.1155/MPE/2006/79389, 2006.
(19) The phase delays corresponding to the references bases A, B, C and D can be well determines “in loco” and are assumed as fixed and well known data, considering that such reference bases are fixed and accessible to all procedures for verifying measurements.
(20) The solution proposed by the present invention makes the economically possible, with high degree of accuracy, the determinations of phase delays and temporal changes in the passage of time coded signals by the repeating station R (in reception and retransmission), at a remote and inaccessible location, as well as the time changes caused by propagation effects in the medium.
(21) The temporal effects in the time coded signals in their passage by the repeater station R, and those caused the signal propagation at different elevation angle, are unknown and cannot be determined with only three bases of reference in the system, which define only one position for the repeater R.
(22) The process here proposed can also include steps to: emit, from the above indicated reference base at successive instants, coded signals and to obtain successive coordinates for the repeater station R, corrected in function of changes in time, phase and frequency, in the retransmission of the above said successive coded signal, in order to allow the navigation of the repeating station R, making the calculations of coordinates for the repeater shown before with system of equations (2), to which it will be introduced the time changes (δ.sub.R) and Δ.sub.pdAR, Δ.sub.pdBR, Δ.sub.pdCR and Δ.sub.pdDR determined according to the present invention; retransmit, by the repeater station R, the coded time signals to other targets which geographic coordinates are well known (one of them represented in this application by point P in
Δ′.sub.P=(AR/c)+(PR/c)+δ.sub.At+δ.sub.Pr+δ.sub.R+Δ.sub.pdPR+Δ.sub.pdAR (7)
where AR and PR are the measured segments, δ.sub.At and δ.sub.Pr are the temporal changes previously determined and known at the transmitter and at the target P with known position, respectively, δ.sub.R and Δ.sub.pdPR are the time changes determined by the present invention. The synchronization or time correction will be Δ′.sub.P−Δ.sub.P where Δ.sub.P is the time difference predicted theoretically for position P.
(23) The other possible step is to retransmit, by the repeater station R, the time coded signals, to the other targets with unknown position (similarly represented by the point P in
(24) Of the repeater station R to the reference bases A, B, C, D and to the targets with positions to be determined, with corrections of the time changes at retransmission and in propagation, at repeater positions in four different instants, which positions are not in a straight line in space, defining, univocally, in any coordinate system in space, through four successive measurements, the spatial position of the target, as it has been proposed to determine. The analytical solution to perform these calculations can follow, for example, the algorithm published by P. L. Kaufmann et al. (2006) repeating the procedures expressed by equations (1), (2) and (3) in relation to one set of three reference bases that include base A where the transmitter is located, for four instants above referred, obtaining four spheres with distinct radii, all of them centered on the repeater, at positions and instants distinct, respectively. The interception of spheres will give the position of target P, which coordinates become determinate. The practical procedure is illustrated in
u.sub.P=(PR.sub.1.sup.2−PR.sub.2.sup.2+R.sub.1R.sub.2.sup.2)/2R.sub.1R.sub.2
v.sub.P=[(ρ.sub.1.sup.2−ρ.sub.2.sup.2)/2v.sub.R3]+v.sub.R3/2
w.sub.P=±(ρ.sub.1.sup.2−v.sub.P.sup.2).sup.1/2 (8)
where ρ.sub.1.sup.2=PR.sub.1.sup.2−u.sub.P.sup.2eρ.sub.2.sup.2=PR.sub.3.sup.2−(u.sub.R3−u.sub.p).sup.2.
(25) The uncertainty in the signal of w.sub.P is eliminated by adopting a fourth sphere to define only one position. This can be the interception with the planet's surface, taken as the fourth reference surface, or by adding one fourth position for the repeater station R.sub.4 (see
(26) The position solution found, using known analytical procedures, can be converted into the (A, x, y, z) system by determining the position of P (x.sub.P, y.sub.P, z.sub.P) in this coordinate system. In the case there are interest in expressing the results in spherical coordinates (latitude, longitude, altitude of the repeater's station), these can be found using well known analytical procedures, deduced from simple known operations.
(27) The technical solution proposed by the present invention permits to choose the time or the hour of reference to perform the measurements, provided there is synchronism between the clocks provided at the reference bases and/or at the targets with positions are to be determined.
(28) The technical solution proposed allows: the determination of geographic and spatial positions of targets located at distances which are within the visibility line as seen from the repeater R in space; the prediction for the adoption of a larger number of fixed reference bases A, B, C, D, covering larger geographic extensions with the use of the same repeater R in space; the prediction the adoption of more than one repeater station R in space, extending the area on the terrestrial surface to become surveyed, to define targets geopositioning; to calculate the targets geographic position with four transponders in space, separated at a distance from each other, with one single time signal interaction; and to allow the accomplishment of hundreds of successive measurements per minute of time, of one or more targets, fixed or mobile, with the use of a single repeater station R in space.
(29) The process and system here presented can be applied to any kind of transponders or repeaters of electromagnetic waves in general in space, being artificial or natural, active or passive.