Satellite navigation method

• US 5,978,735 A
• Filed: 11/05/1997
• Issued: 11/02/1999
• Est. Priority Date: 11/05/1996
• Status: Expired due to Term

• Current Assignee: Daimler Chrysler Company LLC (Stellantis NV)
• Original Assignee: Daimler-Benz AG (Mercedes-Benz Group AG), NFS Navigations-und Flugfuhrungs-Systeme GmbH
• Inventors: Gu, Xiaogang
• Primary Examiner(s): LOUIS JACQUES, JACQUES H
• Application Number:
  US08/965,027
• Time in Patent Office: 727 Days
• Field of Search: 701/213, 701/207, 701/300, 701/301, 701/214, 701/215, 701/225, 701/202, 340/988, 340/995, 342/357, 342/450, 342/457, 342/463, 342/352, 73/178 R
• US Class Current: 701/213
• CPC Class Codes: G01S 19/41 Differential correction, e.g. DGPS [differential GPS]

Abstract

A satellite navigation method for a mobile station which is installed, in particular, in a traffic route-guided vehicle. Several reference marks are installed along the traffic route at predetermined distances from one another, with the geographic positions of the reference marks being known or supplied to a mobile station passing a reference mark. The reference marks are detected by a reading device which is disposed in the mobile station. At the location of a reference mark and at the moment of its detection, the actual ranges and the pseudoranges from all satellites that are relevant for navigation are determined simultaneously and are compared. The measuring error change of the satellite navigation or the adjustment of the correction value maybe carried out with the aid of a velocity indicator and a route map mounted on the mobile station. From these, correction values are derived which are used for a pseudorange correction outside of the range of the reference marks. The method permits a (navigational) precision corresponding to a differential navigation method without necessitating communication with a stationary reference station.

Claims

1. A satellite navigation method for a mobile station, wherein the geographic position of the mobile station is determined using a receiving and evaluating unit for the reception and evaluation of satellite navigation signals disposed in the mobile station, said method comprising the steps of:

installing a plurality of reference marks whose geographic positions are known along a possible route of the mobile station;

detecting the reference marks with a reading device installed in the mobile station;

upon detection of a reference mark by the reading device, supplying the known position of the reference mark to the evaluating unit and, from this known position, determining a known reference position for a satellite receiving antenna for the mobile station, and simultaneously determining the associated actual geometric ranges from predetermined, receivable navigation satellites for the reference position;

upon detection of the reference mark, simultaneously determining pseudoranges of the reference position from the predetermined, receivable navigation satellites by satellite navigation using the receiving and evaluating unit;

comparing the pseudoranges with the associated actual ranges for the mobile station at the reference mark, and providing range correction value from the comparison;

at positions between two reference marks, determining further pseudoranges for momentary positions for the mobile station only by satellite navigation, and correcting these further pseudoranges with the correction values; and

,

determining a momentary position of the mobile station from the corrected further pseudoranges, as needed.

2. A satellite navigation method according to claim 1, wherein:

the reference mark is detected by the reading device of the mobile station at a reference moment t₀ ;

the range correction values are determined at the reference mark according to the equation

space="preserve" listing-type="equation">Δ

R.sub.i (t.sub.0)=R.sub.i (t.sub.0)-PR.sub.i (t.sub.0)+cΔ

t(t.sub.0)

where

t₀ =reference moment,

Δ

R_i (t₀)=range correction of the satellite measurement i at the reference moment t₀,

R_i (t₀)=geometric range between a receivable satellite i and the satellite receiving antenna of the mobile station at the reference moment t₀,

PR_i (t₀)=measured range (pseudorange) between the satellite i and the receiving antenna at the reference moment t₀, and

cΔ

t(t₀)=clock error of the satellite receiver in the mobile station at the reference moment t₀ ; and

,

the pseudoranges determined in the mobile station at a predetermined moment t are corrected according to the equation

space="preserve" listing-type="equation">PR.sub.Corr.sbsb.--.sub.i (t)=PR.sub.i (t)+Δ

R.sub.i (t.sub.0)

where

PR_Corr.sbsb.--_i (t)=corrected pseudorange between the satellite i and the antenna of the mobile station at the moment t, and

PR_i (t)=measured pseudorange between the satellite i and the antenna at the moment t.

3. A satellite navigation method according to claim 2 further comprising:

additionally determining, within the mobile station, the velocity of the mobile station relative to the earth'"'"'s surface using a sensor on the mobile station which is independent of the satellite navigation;

determining correction values of the range rate at the reference mark at a moment τ

according to the equation

space="preserve" listing-type="equation">Δ

R.sub.i (τ

)=DP.sub.i (τ

)+DP.sub.F (τ

)-R.sub.i.sub.(τ

)+ cΔ

t(τ

)

where

Δ

R_i (τ

)=correction of the range rate of the satellite measurement i at the moment τ

,

DP_i (τ

)=Doppler contribution of the i-th satellite as a function of the known satellite movement at the moment τ

,

DP_F (τ

)=Doppler contribution determined as a function of the measured (vehicle) velocity at the moment τ

,

R_i (τ

)=measured range rate between the satellite i and the satellite receiving antenna at the reference moment τ

, and

cΔ

t(τ

)=clock drift (clock error) of the satellite receiver at the moment τ

; and

,

correcting the pseudoranges determined in the mobile station at a predetermined time t according to the equation ##EQU2##

4. A satellite navigation method according to claim 1 further comprising:

additionally determining, within the mobile station, the velocity of the mobile station relative to the earth'"'"'s surface using a sensor on the mobile station which is independent of the satellite navigation;

determining correction values of the range rate at the reference mark at a moment τ

according to the equation

space="preserve" listing-type="equation">Δ

R.sub.i (τ

)=DP.sub.i (τ

)+DP.sub.F (τ

)-R.sub.i (τ

)+cΔ

t(τ

)

where

Δ

R_i (τ

)=correction of the range rate of the satellite measurement i at the moment τ

,

DP_i (τ

)=Doppler contribution of the i-th satellite as a function of the known satellite movement at the moment τ

,

DP_F (τ

)=Doppler contribution determined as a function of the measured (vehicle) velocity at the moment τ

,

R_i (τ

)=measured range rate between the satellite i and the satellite receiving antenna at the reference moment τ

, and

cΔ

t(τ

)=clock drift (clock error) of the satellite receiver at the moment τ

; and

,

correcting the pseudoranges determined in the mobile station at a predetermined time t according to the equation ##EQU3## where PR_Corr.sbsb.--_i (t)=corrected pseudorange between the satellite i and the antenna of the mobile station at the moment t, and

PR_i (t)=measured pseudorange between the satellite i and the antenna at the moment t.

5. A satellite navigation method according to claim 4, wherein the traffic route is a railroad track.

6. A satellite navigation method according to claim 1, wherein the mobile station is installed on a traffic route-guided vehicle, and the reference marks are installed along the traffic route.

7. A satellite navigation method according to claim 1, further including configuring the reference marks as well as the reading device such that an additional data exchange or signal exchange is permitted between the vehicle and a reference mark influencing the vehicle.

8. A satellite navigation method according to claim 1, wherein the reference marks are detected by the reading device by use of electromagnetic waves.

9. A satellite navigation method according to claim 1, wherein the step of installing a plurality of reference marks includes arranging the reference marks along a traffic route as a function of the route'"'"'s topography.

10. A satellite navigation method according to claim 1, further comprising providing the mobile station with a data store in which at least the geographic positions of all reference marks which are required for determining the position of the mobile station along its travel route with a predetermined precision are stored.

11. A satellite navigation method according to claim 1 wherein the step of determining a momentary position of the mobile station includes determining the momentary position by differential satellite navigation using the corrected pseudoranges.

12. A satellite navigation method according to claim 1 wherein the actual geometric ranges and pseudoranges are determined from at least three navigation satellites.