US20070001900A1 - Method and apparatus for satellite-based relative positioning of moving platforms - Google Patents
Method and apparatus for satellite-based relative positioning of moving platforms Download PDFInfo
- Publication number
- US20070001900A1 US20070001900A1 US11/215,732 US21573205A US2007001900A1 US 20070001900 A1 US20070001900 A1 US 20070001900A1 US 21573205 A US21573205 A US 21573205A US 2007001900 A1 US2007001900 A1 US 2007001900A1
- Authority
- US
- United States
- Prior art keywords
- navigation
- data
- domain
- base station
- observation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/03—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers
- G01S19/04—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers providing carrier phase data
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/03—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers
- G01S19/07—Cooperating elements; Interaction or communication between different cooperating elements or between cooperating elements and receivers providing data for correcting measured positioning data, e.g. DGPS [differential GPS] or ionosphere corrections
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/13—Receivers
Definitions
- the described technology is directed to the determination of a relative position between moving platforms using satellite-based navigation techniques and equipment installed on the platforms.
- the Navstar/Global Positioning System (“GPS”) comprises a constellation of satellites, control stations, and user stations (receivers) intended to support user navigation and time distribution on a world-wide basis.
- Each individual satellite transmits precisely-timed ranging signals as well as its ephemeris data that describes its own trajectory through space as a function of time.
- a user station can determine its own position and clock offset, relative to GPS system time, by tracking the signals from multiple satellites, determining so-called “pseudoranges” to these satellites, demodulating the data transmitted by these satellites, and solving for its own position and clock offset given the pseudoranges and satellite ephemeris data.
- the clock offset relative to Universal Coordinated Time can be determined by applying an additional offset parameter which is transmitted by the satellites.
- User station velocity can be determined by differentiating position estimates over time, or by direct calculation from Doppler measurements on the satellite downlink signals.
- the Doppler measurements may be based on ranging codes transmitted as a pseudo-random sequence transmitted on a carrier signal.
- the GPS is maintained and operated by the United States of America.
- the GLONASS system maintained and operated by the Russian Federation, is similar in many respects to GPS.
- the Global Navigation Satellite System is a loosely-defined super-set of systems, including GPS, GLONASS, and other existing and planned systems, intended to support navigation and time distribution.
- the GPS, GLONASS, and GNSS systems are typically subject to a combination of impairments which limit the accuracy of user navigation. These include slowly-varying impairments such as reporting errors in the satellite ephemeris, satellite clock drift, and atmospheric propagation factors, and rapidly-varying impairments such as receiver measurement noise.
- the slowly-varying impairments tend to be common to a group of stations operating in a local area (10s or 100s of miles in extent).
- These slowly-varying impairments can be estimated by a “base station” at a surveyed location and transmitted to user stations at non-surveyed locations (or in motion), allowing the associated errors experienced by the user stations to be reduced.
- Such cooperative systems are typically called “differential systems,” and can be referred by various names such as DGPS and DGNSS. There are a wide variety of differential systems incorporating a variety of techniques.
- the base station calculates an expected range to each satellite (at an instant of time) based on its surveyed location and the ephemeris data for each satellite.
- the base station compares this expected range to a measured range (based on the ranging codes sent by a satellite) at the same instant of time.
- the difference contains the slowly-varying impairments as well as the rapidly-varying impairments.
- the difference is reported to the user station(s) over a datalink (possibly along with other information). The difference is then applied at the user station to correct its own pseudorange observations of the satellites prior to calculating its position and clock offset.
- This type of differential system is sometimes called a “corrected-differential,” “range-domain,” or “observation-domain” system since it transfers corrections associated with the range or pseudorange observations made at the various stations.
- the required data rate of the datalink is typically dictated, in large measure, by the need to transfer a separate observation or set of observations for each of several satellites at a specified rate or set of rates.
- the number of satellites typically varies from 4 to 12 (although more satellites could be reported in the future as additional satellite constellations are deployed and integrated into the GNSS).
- the observations might typically include, as an example, the arrival time differences (i.e., observed minus expected arrival times), or the equivalent in range offset, for each of the ranging codes transmitted by the satellites in view of the base station.
- the observations can include the integrated carrier phases of the carrier signals upon which the ranging codes are modulated, or other information relating to carrier phase measurements and observations.
- a DGNSS system that transmits and uses information based on carrier phase measurements, in order to improve user station positioning and navigation performance in real time, is typically referred as a real-time kinematic (RTK) system.
- RTK systems offer substantially better navigation performance (lower navigation and position errors) than non-RTK systems because of a higher frequency, but as a result of the higher frequency typically involve substantially higher data rates, longer initialization times, greater computational burdens on the part of the user station (either within the GNSS receiver or an external processor), and a smaller maximum achievable separation distance between a base station and rover.
- the base station determines its position based on the observations it can make (and the ephemeris data) and compares this position to its surveyed position. The difference between the computed and surveyed positions is reported to the user station(s) over a datalink (possibly along with other information intended to add features to the differential system).
- a user station calculates its own position based on the observations it can make (and the ephemeris data) and corrects this position with the difference reported by the base station.
- This type of differential system is sometimes called a “differenced-differential,” “position-domain,” “navigation-domain,” or “solution-domain” system since it transfers corrections associated with the 3D navigation solution generated by a typical GNSS receiver.
- the required data rate of the datalink is typically dictated, in large measure, by the need to transfer a 3D position of the base station (the reference station) at a specified rate. Since there are only three values transferred at high rate (e.g., the computed offset of the base station from its surveyed location in an Earth-centered, Earth-fixed coordinate frame), this type of differential system typically requires a lower data rate than an “observation-domain” system. However, good performance is typically obtained only if the base station and user station rely on the same set of satellites to compute their respective locations.
- the difference calculated by the base station may reflect a significant contribution by a satellite not relied upon by the user station or may fail to reflect a significant contribution by a satellite only relied-upon by the user station. Thus, the difference calculated by the base station may not accurately reflect the actual difference of the user station.
- a well-designed navigation-domain differential system can achieve roughly the same level of performance as a non-RTK observation-domain system. There is, however, no equivalent of RTK performance in navigation-domain differential systems (although the individual stations can smooth-out their navigation solutions using carrier phase tracking techniques). It is also possible for two user stations in an RTK differential system to exchange information regarding their navigation-domain positions or trajectories, in order to develop an accurate relative baseline between them. However, this is not a navigation-domain differential system; it is merely an exchange of positioning data.
- GNSS receivers have the ability to either generate differential correction data and observations (under certain operational constraints and given certain data, such as a surveyed location), or apply differential correction data in order to determine a relative position or a differentially-corrected absolute position, or both.
- many commercially-available GNSS receivers able to generate or apply differential correction data and observations, have distinct and disjoint modes of operation: In one mode that assumes a fixed or non-moving dynamic at a specified location (e.g., a “reference station” mode), they can generate differential correction data and observations. In another mode (e.g., a “rover mode” that allows movement), they can apply differential corrections and observation data to generate a relative baseline and/or a differentially-corrected absolute position.
- GNSS receivers can be operated as a component of a differential base station while they are in motion, without declaring a surveyed location.
- many commercially-available GNSS receivers when configured to operate as a component of a differential base station, assume that the receiver is at a fixed position relative to the Earth. Such a receiver may require that a survey position be specified before it will act as a base station, and may then report zero velocity (relative to the Earth) even if it is moving. Such a receiver may also fail to operate correctly if it is moving, generating integrity alarms or false data (which may introduce errors at the user stations) if the position offset from its surveyed location, or its velocity, exceed certain limits.
- the relative position of two stations In some cases it is necessary to determine the relative position of two stations that are in motion (or could be in motion), or for which no surveyed location is available for either station.
- the relative position of two stations is sometimes referred as the “baseline” between them.
- the observations made at the two stations can be compared to determine a relative position or baseline.
- This data can be extracted from typical GNSS receivers operated in a “rover mode,” regardless of the receivers' operational role in a larger system. The distinction between a base station and a rover station is less clear in such cases, although it may be possible to differentiate based on operational considerations.
- a relative position between two platforms that could be moving with respect to the Earth, using GNSS receivers mounted on the platforms, where the GNSS receivers employed cannot effectively operate in a base station mode (e.g., as a “reference station”) if they are moving.
- This can be achieved by operating both GNSS receivers as rovers, collecting observation data and other data such as ephemeris data from the two receivers, bringing the observation data and other data to a common location (for example, one of the platforms supporting one of the two receivers), and calculating the relative position or baseline in a separate computer.
- this requires the development of appropriate datalink protocols and algorithms and the availability of a separate computer with sufficient computational ability to perform the necessary calculations in the required timeframe.
- FIG. 1 illustrates a DGNSS base station and a DGNSS rover station.
- FIG. 2 illustrates a moving DGNSS base station and a moving DGNSS rover station.
- FIG. 3 illustrates a DGNSS base station and a DGNSS rover station.
- FIG. 4 illustrates another type of DGNSS base station and a DGNSS rover station.
- FIG. 5 illustrates two other types of DGNSS base station.
- FIG. 6 illustrates simplified diagram of a system control unit associated with a DGNSS base station.
- FIG. 7 illustrates a sequence of operating modes and operations associated with a DGNSS base station.
- FIG. 8 illustrates a sequence of operating modes and operations associated with a DGNSS rover station.
- a method and system for calculating a baseline between a moving base station and a rover station based on both observation-domain and navigation-domain data is provided.
- the base station generates navigation-domain data such as position and velocity at a high rate (e.g., 10 Hz) and observation-domain data such as pseudorange and carrier observations for each satellite at a lower rate (e.g., 1 Hz).
- the base station transmits to the rover station the navigation-domain information at the high rate and the observation-domain data at the low rate.
- Each navigation-domain update typically requires less data transfer (fewer data bits) than each observation-domain update.
- the rover station uses the observation-domain data to calculate its relative position with respect to the base station to a high degree of accuracy (e.g., using RTK techniques).
- the rover station can update its relative baseline based on the navigation-domain information sent by the base station at high rate (e.g., velocity and possibly higher derivatives of position) and its own calculated changes in position.
- the updating may be accurate over short time spans, although the updates based on navigation-domain data involve an integration error that grows over time. The error is substantially eliminated each time the relative baseline is recalculated from the observation-domain data.
- the system uses a highly accurate technique to establish the baseline at a low rate and uses a different technique, suitable for short spans of time, to make updates to the established baseline at a high rate. In this way, the system provides a highly accurate baseline with a relatively low bandwidth.
- the described technology combines the concepts of observation-space and navigation-space differential systems, and operates a DGNSS base station in a time-varying mode, in order to rely on the built-in differential positioning and navigation capabilities of particular GNSS receivers while minimizing datalink loading and computational load in auxiliary processors.
- FIG. 1 illustrates a GNSS base station 100 operating as a reference station in a differential GNSS (“DGNSS”) system, and a GNSS rover station or user station 110 operating in the same DGNSS system.
- the GNSS base station 100 comprises an antenna 101 designed to receive GNSS signals, a GNSS receiver 102 configured to act as a reference station in a differential GNSS system, a data interface 103 , a datalink transmitter 104 , and an antenna 105 designed to support the transmission of datalink signals.
- the antenna 101 is connected to the GNSS receiver 102 , which processes the received GNSS signals and generates DGNSS data that is passed over the data interface 103 to the datalink transmitter 104 .
- DGNSS data passed from the base station to the rover station can include corrections or observations, or both, and can include other data such as base station (reference station) position and health.
- the datalink transmitter generates RF signals modulated with the differential correction data and observations, which are radiated by the antenna 105 .
- the RF signals propagate through space and are received by the GNSS rover station 110 comprising a datalink antenna 106 , datalink receiver 107 , data interface 108 , GNSS receiver 109 , and associated antenna 111 . Specifically, the RF signals are received by the antenna 106 associated with the datalink receiver 107 .
- the RF signals are demodulated by the datalink receiver and passed over a data interface 108 to the GNSS receiver 109 configured to act as a rover in the DGNSS system.
- the GNSS receiver 109 also receives GNSS signals via its associated antenna 111 , and uses the information received from the datalink to correct the measurements it makes on the incoming GNSS signals. The corrected measurements are then used by the GNSS receiver to form high-accuracy navigation and position estimates which can be delivered to an external user system or display (not shown).
- This basic system are possible.
- FIG. 2 illustrates a GNSS base station 100 on a moving platform 200 and a GNSS rover station or user station 110 associated with a user platform 210 .
- the base station is on a ship and the rover station is on an aircraft.
- One possible application of the described technology is to allow precise relative navigation between the ship (actually the GNSS antenna associated with the GNSS reference station on the ship) and the aircraft (actually the GNSS antenna associated with the GNSS rover station on the aircraft).
- FIG. 3 illustrates a GNSS base station 300 and a GNSS rover station 320 according to one embodiment.
- the GNSS base station comprises an antenna 301 designed to receive GNSS signals, a GNSS receiver 302 that can be configured to act as a reference station in a differential GNSS system, a system control unit 303 which communicates with the GNSS receiver 302 via a unidirectional data interface 304 and a bi-directional data interface 305 , a datalink transmitter 307 which receives data from the system control unit 303 via unidirectional interface 306 , and an antenna 308 , connected to the datalink transmitter 307 , which is designed to support the transmission of datalink signals.
- the GNSS rover station 320 comprises a datalink receiving antenna 321 connected to a datalink receiver 322 , an auxiliary navigation unit 324 which receives data from the datalink receiver via data interface 323 , a GNSS receiver 325 able to operate as a rover in a DGNSS system, which communicates with the auxiliary navigation unit via unidirectional interface 327 and bi-directional interface 328 , and a GNSS antenna 326 which is connected to the GNSS receiver for the purpose of providing GNSS signals.
- the base station GNSS receiver 302 generates observation-domain DGNSS data at a relatively low rate (e.g., 1 Hz or slower) and navigation-domain data at a relatively higher rate (e.g., 10 Hz).
- the GNSS receiver should be selected or designed to support these observation types including velocity measurements based on carrier-phase observations (although possible future improvements in GNSS technology could allow sufficient velocity accuracy without using carrier-phase measurements).
- the observation-domain DGNSS data is transferred to the system control unit 303 via data interface 304 , and the system control unit passes the data to the datalink transmitter 307 over data interface 306 , so that the data can be transmitted on a datalink accessible by the rover(s) to support RTK operation with high-accuracy relative baselines calculated at the rover station(s).
- the system control unit may reformat this data prior to passing it to the datalink transmitter, or simply pass along the data as formatted by the GNSS receiver.
- Many techniques for transmitting data are known in the art and can be used with the described technology. It is also possible to pass data from the GNSS receiver to the datalink transmitter bypassing the system control unit, e.g., via a bus, although this would require a different set of interfaces than those shown in FIG. 3 .
- the navigation-domain data includes point position solutions and velocities and may also include higher-order derivatives (acceleration).
- the navigation-domain data is also transmitted on the datalink, with at least the velocity data transmitted at the relatively higher rate.
- a typical GNSS receiver may need to be placed in a particular operating mode (e.g., a “base station” or “reference receiver” mode) in order to generate the observation-domain DGNSS data, and if it is moving, it may be incapable of generating accurate navigation-domain data while in said particular operating mode. Furthermore, sufficient displacement in position could cause a typical GNSS receiver to generate false observation-domain data or otherwise impair overall system performance.
- the system control unit 303 can command the GNSS receiver to cycle between two suitable operating modes, such as a reference receiver mode and a rover mode, the commands being delivered via bi-directional interface 305 .
- An example operating regime is to command the GNSS receiver to operate as a rover receiver for approximately the first 900 msec of every integer GPS (or UTC) second, and as a reference receiver for approximately the last 100 msec of every second, with the command timing arranged so that the receiver can generate observation-domain DGNSS data at the start of each integer second.
- Generating the observation-domain data at the start of an integer second is convenient given the typical operating behavior of many currently-available GNSS receivers. This constraint could be relaxed depending on the capabilities of the particular GNSS receivers used. For the approximately 900 msec of each second that the receiver is acting as a rover, it can generate accurate navigation-domain position and e.g. velocity data.
- the latest navigation-domain position data received by the system control unit 303 is used to formulate an appropriate command or commands placing the GNSS receiver 302 into a reference receiver mode, with a surveyed position equal to the navigation-domain position data received by the system control unit 303 .
- the position offsets over the individual 100 msec intervals, in which the GNSS receiver operates as a reference station are small enough to allow effective operation of the GNSS receiver as a reference station.
- the system control unit 303 provides a merged stream of messages to the datalink transmitter 307 via data interface 306 , the merged stream of messages contains as a minimum the observation-domain DGNSS data and the navigation-domain position and velocity data. If the navigation-domain data generated by the GNSS receiver is inaccurate when the receiver is operating in a reference station mode, the system control unit can choose to not transmit these data on the uplink. However, even if this data is transmitted, appropriate annotation of the data in the uplink message format, and programming in the auxiliary navigation unit of the rover station(s) can be applied to reject undesired or inaccurate data.
- a rover station 320 which is also making observations with a GNSS receiver 325 and appropriate antenna 326 , receives the uplink data transmitted by the base station with datalink antenna 321 and datalink receiver 322 .
- the messages containing the uplink data are delivered to the auxiliary navigation unit 324 over unidirectional data interface 323 , which passes the observation-domain DGNSS data to the GNSS receiver 325 (possibly reformatting the messages as required to match the input format expected by the GNSS receiver) over unidirectional data interface 327 . It is also possible to pass data from the datalink receiver to the GNSS receiver, bypassing the auxiliary navigation unit, such as via a bus, although this would require a different set of interfaces than those shown in FIG. 3 .
- these messages might include carrier-phase observations and the most-recently specified survey position of the reference station (although other messages may be transmitted as well).
- the GNSS receiver 325 forms a solution for the relative baseline to the reference station and reports this relative baseline to the auxiliary navigation unit over bi-directional data interface 328 .
- the auxiliary navigation unit can learn the survey position of the reference station either from the uplink messages or from the local GNSS receiver itself, and derive the relative baseline by subtracting the reported reference station survey position from the absolute position fix received from the GNSS receiver.
- This solution can be updated at low rate (e.g., 1 Hz equal to the rate at which new uplink DGNSS data are provided to the rover).
- this solution is calculated in the GNSS receiver on the rover platform thereby avoiding the need to perform RTK processing in an auxiliary processor such as the auxiliary navigation unit. In another embodiment, this solution is calculated in an auxiliary processor given the uplinked DGNSS data and the local observations of the GNSS receiver 325 .
- the GNSS receiver 325 also reports its velocity over time to the auxiliary navigation unit 324 via bi-directional data interface 328 .
- the auxiliary navigation unit 324 may need to issue certain commands to the DGNSS receiver 325 in order to initiate and maintain this data stream.
- the data interface 328 is bi-directional in one embodiment.
- the auxiliary navigation unit receives data regarding the velocity of the base station over time via the datalink antenna 321 , datalink receiver 322 , and unidirectional interface 323 .
- the auxiliary navigation unit uses these navigation-domain data to forward-propagate the relative baseline.
- the auxiliary navigation unit can maintain a track of the base station absolute position comprising the base station's current position and velocity (and possibly historical data). For example, the current velocity data received from the uplink allows the auxiliary navigation unit to forward-propagate the base station's reported point position estimate for short periods of time. Each point position estimate, received by the auxiliary navigation unit, allows said auxiliary navigation unit to update its estimate of the base station's absolute position and eliminate the accumulated position error associated with integration of measurement noise and other factors.
- the uplink message stream comprising navigation-domain data need not be uniformly spaced in time (although uniform spacing is considered a desirable operating condition). Gaps in the uplink message stream can occur e.g., due to mode transitions of the base station and message losses in the communications path.
- the auxiliary navigation unit can forward-propagate the base station position given the received velocity data (last received data or last received data and earlier data).
- the auxiliary navigation unit can use various algorithms, well known to those skilled in the art, to determine a current estimate for base station absolute position.
- the algorithm can comprise a calculation of a new position offset based on the reported velocity applied over the time interval since the prior message received, or more elaborate techniques.
- the rover absolute position can be estimated (by the auxiliary navigation unit) by adding the current relative baseline estimate to the current base station absolute position estimate.
- the base station absolute positions can be delivered to the auxiliary navigation unit in the rover in several ways using the preferred embodiment.
- the base station absolute position (e.g., determined at the end of a 900 msec interval when the base station GNSS receiver is operated in a rover mode) can be reported by the GNSS receiver 302 over bi-directional interface 305 to the system control unit 303 , formatted into an appropriate message, and delivered to the datalink transmitter 307 over data interface 306 , which modulates the information onto an RF signal that is radiated by antenna 308 .
- the rover then receives the RF signal with antenna 321 and datalink receiver 322 , which delivers the information to the auxiliary navigation unit 324 .
- the base station absolute position as known to the GNSS receiver 302 operating in a reference station mode, can be formatted by the GNSS receiver as part of the uplink DGNSS data, thereby delivered to the system control unit via unidirectional interface 304 , delivered to the datalink transmitter 307 over data interface 306 , which modulates the information onto an RF signal which is radiated by antenna 308 .
- the rover then receives the RF signal with antenna 321 and datalink receiver 322 , which delivers the information to the auxiliary navigation unit 324 , which passes the information to the GNSS receiver 325 .
- the auxiliary navigation unit can either read the message directly, in addition to delivering it to the GNSS receiver, or it can poll the GNSS receiver to extract this information (the choice will depend on the capabilities of the GNSS receiver and the desires of the system implementer or system operator).
- the system operator can tailor the transmission rate of uplink messages to ensure acceptably low error growth in the various position estimates, acceptably low probability of a long gap in update of absolute positions, and acceptably low probability that an arbitrary rover will lose lock and be forced to re-initialize its RTK solution.
- One candidate message generation regime is illustrated in Table 1 below. The rates for a particular system will depend on datalink message delivery probability, platform dynamics, user requirements regarding solution availability and reliability (continuity), and details of the GNSS receivers. Although messages can be combined, maintaining separate messages may yield greater flexibility in terms of datalink operation and can lead to lower overall datalink loading.
- TABLE 1 Candidate message generation and transmission regime Message type Rate (Hz) Comments Observation- 1 Hz May comprise multiple domain data messages. In aggregate, (DGNSS data) this data stream contains all information needed for a rover GNSS receiver to calculate a relative baseline.
- bi-directional interfaces can be substituted for the illustrated unidirectional interfaces, or dual unidirectional interfaces can be substituted for the illustrated bi-directional interfaces.
- All data exchanges between e.g., GNSS receiver 302 and system control unit 303 , or GNSS receiver 325 and auxiliary navigation unit 324 could be supported via single bi-directional interfaces or data buses such as Ethernet, instead of mixes of bi-directional and uni-directional interfaces.
- System monitors or displays can be added to provide for monitoring by human operators and display of navigation data. Additional input devices can be added to allow for modification of system operating parameters and input of survey data. Multiple data links could be used instead of the single data link illustrated.
- the data link can be bi-directional to allow data flow from the rover to the base station (for example the navigation data generated at the rover), and if the RF data link and other interfacing allows data flow from the rover to the base station, the navigation processing supported by the auxiliary navigation unit in a preferred embodiment, could be supported instead at the base station.
- FIG. 4 illustrates an embodiment of the described technology in which the base station absolute position, velocity data, or both, are generated by an auxiliary navigation sensor 402 that communicates with the system control unit 303 via bi-directional interface 401 .
- the auxiliary navigation sensor may be a second GNSS receiver, an inertial navigation system, an inertial measurement unit, and so on. If the auxiliary navigation sensor provides position data, the system control unit can use these data to reset the surveyed position of the GNSS receiver 302 .
- the system control unit can rely on the auxiliary navigation sensor instead of the GNSS receiver 302 for these data (uplinking, through the datalink transmitter, the velocity information from the auxiliary navigation sensor 402 instead of the velocity information from the GNSS receiver 302 ). If the auxiliary navigation sensor provides both position and velocity data, a GNSS receiver 302 , that cannot provide accurate velocity data while in a reference station mode, can be left in a reference station mode (although depending on the specific characteristics of the GNSS receiver, it may need to have its survey position periodically reset with the position data).
- the GNSS receiver 302 and auxiliary navigation sensor 402 can operate cooperatively, for example if the GNSS receiver 302 provides information used to train an inertial navigation system or inertial measurement unit.
- the training data can flow through the system control unit or directly from the GNSS receiver to the auxiliary navigation sensor (this interface possibility is not shown in FIG. 4 ).
- the base station could itself use a differential GNSS system to refine its position and/or velocity estimates.
- the GNSS receiver 302 could be WAAS-capable, relying on satellite downlink signals generated by the aviation-quality DGNSS system and received in the same band as the navigation signals of GPS.
- a different DGNSS system could share the datalink system of the invention as illustrated in FIG. 5 a or 5 b .
- a datalink transceiver 507 operating through a suitable antenna 308 both receives DGNSS data (RF signals not shown), and transmits the base station's uplink data as needed to meet the desired functionality.
- Incoming DGNSS data is transferred to the system control unit 303 over bi-directional interface 506 , where it can either:
- incoming DGNSS data can be transferred directly to the GNSS receiver 302 via unidirectional interface 508 as illustrated in FIG. 5 b.
- a dedicated datalink receiver can also be used to receive DGNSS data and deliver it directly to the GNSS receiver.
- the system control unit 303 can be a single-board computer, laptop, or other data processing and routing device. Key features are illustrated in FIG. 6 a which shows an embodiment tailored to the overall system design illustrated previously in FIG. 3 (other embodiments would involve minor changes as one skilled in the art would appreciate). Referring to FIG. 6 a , system control unit 303 comprises three COM ports 601 , 602 and 603 connected to a CPU 604 , which operates in conjunction with a read-only memory 605 and a random-access memory 606 . Other supporting circuitry is known to those skilled in the art, and is not shown in FIG. 6 a .
- the COM1 port 601 provides an input interface for DGNSS data, received from the GNSS receiver 302 over data interface 304 , and intended for uplink transmission to rover station(s) operating in conjunction with the base station according to the present invention.
- the COM2 port 602 provides bi-directional communications between the system control unit and the GNSS receiver 302 over data interface 305 , typically for GNSS receiver control, GNSS receiver status monitoring, and reception of position and velocity estimates from the GNSS receiver. For some GNSS receivers, the functions of COM1 and COM2 can be merged into a single bi-directional interface.
- the COM3 port 603 supports data transfer to the datalink transmitter 307 over data interface 306 .
- the ROM 605 provides for stored-program control, while the RAM 606 provides for real-time data storage.
- the CPU 604 provides for the cyclic control of the GNSS receiver according to the processing flow illustrated in FIG. 7 .
- the CPU Upon power up, the CPU enters an initialization state 701 in which it waits for a valid message from the GNSS receiver indicating an initial position fix. This assumes that the GNSS receiver will generate a valid position fix of its own volition. If the GNSS receiver needs to be configured/commanded by the CPU to generate a first position fix, the process flow of FIG. 7 can be modified as required as those skilled in the art will appreciate.
- the CPU Upon receiving this message 710 , the CPU issues the necessary commands 711 to the GNSS receiver to configure it for generating position, velocity, and time outputs at the desired rate (when operating in rover mode), and DGNSS data messages when operating in a reference station mode.
- the base station (CPU) then transitions to the rover operating state 702 .
- These commands setup the interface mode for DGNSS data that will be issued on the GNSS receiver's COM2 port for delivery to the remote rovers, using the RTCA protocol at the start of each second, and also command logging of XYZ position and velocity at a relatively higher rate on the GNSS receiver's COM1 port.
- Latitude, longitude, and height, as well as East, North and Up velocities, can be calculated from the XYZ positions and velocities reported in the BESTXYZ log, or logged separately by commanding BESTPOS and BESTVEL logs.
- a compatible set of commands needs to be issued to the rover's GNSS receiver in order to enable differential processing with the DGNSS data generated by these commands.
- the CPU waits for a position/velocity/time (“PVT”) report 720 from the GNSS receiver.
- PVT position/velocity/time
- it stores the information as required and updates its track of the base station platform position and velocity ( 721 ). It also generates a PVT report 722 for uplink transmission (this could be the same format, or a different format, than the PVT report received from the GNSS receiver). It is convenient to configure the GNSS receiver to generate PVT reports at the same rate as desired for uplink transmission of position and/or velocity messages—in this case, each PVT report received by the system control unit can be used to formulate an uplink message and the processing flow is essentially event-driven as illustrated in FIG. 7 .
- the CPU decides ( 723 ) whether it is time to shift to a reference station mode based on the time tag in the received PVT report. If it is time to switch, the CPU issues the necessary commands 724 on COM2 and switches to the reference station mode 703 . For a NovAtel OEM4-G2L receiver, the CPU would issue the command FIX POSITION LAT LON HEIGHT, where LAT, LON and HEIGHT are the latitude, longitude, and height contained in the PVT message just received. Otherwise, it remains in the rover operating mode 702 awaiting the next PVT message.
- the CPU first determines that the DGNSS uplink data needed for differential operation of the rover stations has been transmitted. This can be determined in various ways, such as, direct observation of the message being generated by the GNSS receiver on COM1 or a timer such that there is high confidence that the message is generated and transmitted even though the message is not directly observed.
- the CPU places the GNSS receiver back in a rover mode and then itself reverts to a rover operating state 702 . In the case of a NovAtel OEM4-G2L receiver, the CPU would issue the command FIX NONE to force the GNSS receiver to enter a rover mode.
- the functions of the system control unit 303 are merged into the GNSS receiver 302 , with embedded firmware to operate the GNSS receiver and deliver the necessary DGNSS data and navigation-domain data over an external interface to a datalink transmitter. In another embodiment, the functions of the system control unit 303 are merged into the GNSS receiver 302 , and external commands are required to setup the appropriate data transfers, operating modes and operating cycles.
- the auxiliary navigation unit 324 can be a single-board computer, laptop, or other data processing and routing device. Features are illustrated in FIG. 6B which shows an embodiment tailored to the overall system design illustrated previously in FIG. 3 .
- auxiliary navigation unit 324 comprises three COM ports 651 , 652 , and 653 connected to a CPU 654 , which operates in conjunction with a read-only memory 655 and a random-access memory 656 .
- Other supporting circuitry is known to those skilled in the art, and is not shown in FIG. 6B .
- the COM1 port 651 provides an input interface for data received from the datalink receiver 322 over data interface 323 .
- the COM2 port 652 provides unidirectional communications between the auxiliary navigation unit and the GNSS receiver 325 over data interface 327 , typically for DGNSS data.
- the COM3 port 653 supports bi-directional data transfer with the GNSS receiver 325 over data interface 328 , typically for GNSS receiver control, GNSS receiver status monitoring, reporting of GNSS observations, and reception of position and velocity estimates from the GNSS receiver (both differentially-corrected and non-differentially corrected).
- the functions of COM2 and COM3 can be merged into a single bi-directional interface.
- the ROM 655 provides for stored-program control, while the RAM 656 provides for real-time data storage.
- the CPU 654 provides for the routing of data in support of DGNSS operations, control of the GNSS receiver, interface to external systems (e.g., other computers or displays), and the merging of observation-domain DGNSS processes with navigation-domain DGNSS processes.
- the CPU Upon power up, the CPU enters an initialization state 801 in which it waits for a valid message from the GNSS receiver indicating an initial position fix. This assumes that the GNSS receiver will generate a valid position fix of its own volition.
- the process flow of FIG. 8 can be modified as required as one skilled in the art would appreciate.
- the CPU issues the necessary commands 811 to the GNSS receiver to configure it for generating position, velocity, and time outputs at the desired rate.
- the rover station (CPU) then transitions to the rover operating state 802 .
- the CPU could issue commands such as: INTERFACEMODE COM2 RTCA NONE LOG PSRXYZ ONTIME 0.1 LOG MATCHEDXYZ ONCHANGED LOG REFSTATION ONCHANGED
- MATCHEDXYZ contains an absolute position calculated with reference to the reported reference station location
- MATCHEDXYZ—REFSTATION yields a relative baseline
- the CPU 654 waits for various messages on its input COM ports and performs processing in response to those messages.
- These data will typically cause the GNSS receiver to generate an accurate relative baseline report, or differential position/velocity/time (PVT) report, at a subsequent time (assuming the GNSS receiver is operating in a differential mode with the base station GNSS receiver acting as a reference station).
- PVT differential position/velocity/time
- the CPU Upon receiving a differential PVT report from the GNSS receiver on COM3 653 , the CPU either stores, or generates and stores as appropriate, the relative baseline between the base station and the rover. Depending on the design of the GNSS receiver and the messages generated, it may report the relative baseline directly, or it may report an absolute position which can be used to determine a relative baseline considering the latest-known absolute position of the base station. The CPU also generates a position and velocity report, either loading these data in memory for an auxiliary process (not shown), or forming a message for delivery to an external unit (communications interface not shown).
- the position and velocity report can comprise one or several data structures, or messages, and have many alternative formats, but for simplicity of description it may be considered a single message delivered to an external process with the data types listed in Table 2.
- TABLE 2 Typical data content of position/velocity message generated by auxiliary navigation unit absolute position reported by base station, basis for determination, and timestamp velocity reported by base station, basis for determination, and timestamp relative baseline (rover minus base) as reported in last high-accuracy position fix (e.g., for NovAtel OEM4 this would be a MATCHEDPOS minus REFSTATION position determined from measurements taken at the same point in time), and timestamp velocity of rover, basis for determination, and timestamp relative position of rover, basis for determination absolute position of rover, basis for determination
- Position may be lat/lon/alt (LLA) in a particular datum, or (x, y, z) in an ECEF coordinate frame.
- Velocity may be east/north/up velocity components or (x, y, z) velocity components. Timestamp may be time of applicability.
- Valid entries for basis for determination may depend on the data being described, but could include options such as SINGLE_POSITION, WAAS_CORRECTED, CODE, DOPPLER, CODE_DIFFERENTIAL, L 1 _CARRIER, L 1 _L 2 , MATCHED, EXTRAPOLATED, and others.
- a general position/velocity message format can support reporting per 832 , 843 and 852 .
- the base station absolute position and velocity data are updated 841 whenever the data 840 is either received in an uplink message or reported by the local GNSS receiver (i.e., the local GNSS receiver, if operating in a differential mode, may report the position of the base station). This data can be received in any one of several messages.
- the absolute position of the rover can be updated 842 whenever the absolute position of the base is received.
- the rover station absolute position and velocity data are updated 851 whenever a velocity report 850 is received from the local GNSS receiver.
- the functions of the auxiliary navigation unit 324 are merged into the GNSS receiver 325 , with embedded firmware to operate the GNSS receiver according to the present invention and calculate the relative baseline, as well as other data if desired, based on the GNSS observations and data received from the base station.
- the functions of the auxiliary navigation unit 324 are merged into the GNSS receiver 325 , and external commands are required to setup the appropriate data transfers, operating modes and operating cycles.
- the relative baseline high-accuracy position fix is intended to represent matched output log using carrier-phase measurements.
- the velocity of the rover is based on locally-observed GNSS Doppler or carrier-phase measurements and does not include any data associated with the base station.
- velocity can also be determined via code-phase measurements or an auxiliary sensor (IMU).
- Velocity measurements should be made at relatively high rate in order to achieve high accuracy, for example, 10 Hz or faster for ground vehicles or slowly accelerating aircraft.
- the relative position of the rover, with respect to the base station, is updated whenever a matched-position report is received and whenever a velocity report is received from either the base station or the local GNSS receiver.
- a matched-position report causes an overwrite whereas a velocity report causes an accumulation of position offset by integrating the velocity report over the time interval since the previous velocity report (from the base station or rover, respectively).
- the absolute position of the rover may be updated whenever the auxiliary navigation unit receives a SINGLE_POSITION report (or equivalent indicating non-differential operation), or a MATCHEDPOS report, or a local velocity report (updating by accumulation of a position offset as for the relative position report).
- data structures storing historical data can be maintained.
Landscapes
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Computer Networks & Wireless Communication (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
- Navigation (AREA)
Abstract
The present invention is directed to the determination of a relative position between moving platforms, using satellite-based navigation techniques and equipment installed on said platforms. It combines the concepts of observation-space and navigation-space differential systems, and operates a DGNSS base station in a time-varying mode, in order to rely on the built-in differential positioning and navigation capabilities of particular GNSS receivers while minimizing datalink loading and computational load in auxiliary processors. The invention achieves accurate relative positioning and navigation with respect to a moving base station, using DGNSS equipment that assumes it is stationary when operated in a reference station mode.
Description
- This application is a continuation of U.S. application Ser. No. 10/960,637, filed Oct. 16, 2004, which claims the benefit of U.S. Provisional Application No. 60/508,937, filed on Oct. 6, 2003, entitled “METHOD AND APPARATUS FOR SATELLITE-BASED RELATIVE POSITIONING OF MOVING PLATFORMS,” which applications are hereby incorporated by reference.
- The described technology is directed to the determination of a relative position between moving platforms using satellite-based navigation techniques and equipment installed on the platforms.
- The Navstar/Global Positioning System (“GPS”) comprises a constellation of satellites, control stations, and user stations (receivers) intended to support user navigation and time distribution on a world-wide basis. Each individual satellite transmits precisely-timed ranging signals as well as its ephemeris data that describes its own trajectory through space as a function of time. A user station can determine its own position and clock offset, relative to GPS system time, by tracking the signals from multiple satellites, determining so-called “pseudoranges” to these satellites, demodulating the data transmitted by these satellites, and solving for its own position and clock offset given the pseudoranges and satellite ephemeris data. The clock offset relative to Universal Coordinated Time can be determined by applying an additional offset parameter which is transmitted by the satellites. User station velocity can be determined by differentiating position estimates over time, or by direct calculation from Doppler measurements on the satellite downlink signals. The Doppler measurements may be based on ranging codes transmitted as a pseudo-random sequence transmitted on a carrier signal. The GPS is maintained and operated by the United States of America. The GLONASS system, maintained and operated by the Russian Federation, is similar in many respects to GPS.
- The Global Navigation Satellite System (GNSS) is a loosely-defined super-set of systems, including GPS, GLONASS, and other existing and planned systems, intended to support navigation and time distribution.
- The GPS, GLONASS, and GNSS systems are typically subject to a combination of impairments which limit the accuracy of user navigation. These include slowly-varying impairments such as reporting errors in the satellite ephemeris, satellite clock drift, and atmospheric propagation factors, and rapidly-varying impairments such as receiver measurement noise. The slowly-varying impairments tend to be common to a group of stations operating in a local area (10s or 100s of miles in extent). These slowly-varying impairments can be estimated by a “base station” at a surveyed location and transmitted to user stations at non-surveyed locations (or in motion), allowing the associated errors experienced by the user stations to be reduced. Such cooperative systems are typically called “differential systems,” and can be referred by various names such as DGPS and DGNSS. There are a wide variety of differential systems incorporating a variety of techniques.
- In one type of differential system, the base station calculates an expected range to each satellite (at an instant of time) based on its surveyed location and the ephemeris data for each satellite. The base station compares this expected range to a measured range (based on the ranging codes sent by a satellite) at the same instant of time. The difference contains the slowly-varying impairments as well as the rapidly-varying impairments. The difference is reported to the user station(s) over a datalink (possibly along with other information). The difference is then applied at the user station to correct its own pseudorange observations of the satellites prior to calculating its position and clock offset. This type of differential system is sometimes called a “corrected-differential,” “range-domain,” or “observation-domain” system since it transfers corrections associated with the range or pseudorange observations made at the various stations. The required data rate of the datalink is typically dictated, in large measure, by the need to transfer a separate observation or set of observations for each of several satellites at a specified rate or set of rates. The number of satellites typically varies from 4 to 12 (although more satellites could be reported in the future as additional satellite constellations are deployed and integrated into the GNSS). The observations might typically include, as an example, the arrival time differences (i.e., observed minus expected arrival times), or the equivalent in range offset, for each of the ranging codes transmitted by the satellites in view of the base station. In addition, the observations can include the integrated carrier phases of the carrier signals upon which the ranging codes are modulated, or other information relating to carrier phase measurements and observations. A DGNSS system that transmits and uses information based on carrier phase measurements, in order to improve user station positioning and navigation performance in real time, is typically referred as a real-time kinematic (RTK) system. RTK systems offer substantially better navigation performance (lower navigation and position errors) than non-RTK systems because of a higher frequency, but as a result of the higher frequency typically involve substantially higher data rates, longer initialization times, greater computational burdens on the part of the user station (either within the GNSS receiver or an external processor), and a smaller maximum achievable separation distance between a base station and rover.
- Several internationally-recognized standards exist for various types of differential systems (e.g., RTCM SC-104, RTCA DO-217, RTCA DO-229). These standards describe, among other things, the datalink message formats used to transfer information. Several manufacturers of GNSS equipment have developed their own proprietary standards for implementing differential GNSS systems. These standards typically employ observation-domain techniques.
- In another type of differential system, the base station determines its position based on the observations it can make (and the ephemeris data) and compares this position to its surveyed position. The difference between the computed and surveyed positions is reported to the user station(s) over a datalink (possibly along with other information intended to add features to the differential system). A user station calculates its own position based on the observations it can make (and the ephemeris data) and corrects this position with the difference reported by the base station. This type of differential system is sometimes called a “differenced-differential,” “position-domain,” “navigation-domain,” or “solution-domain” system since it transfers corrections associated with the 3D navigation solution generated by a typical GNSS receiver. The required data rate of the datalink is typically dictated, in large measure, by the need to transfer a 3D position of the base station (the reference station) at a specified rate. Since there are only three values transferred at high rate (e.g., the computed offset of the base station from its surveyed location in an Earth-centered, Earth-fixed coordinate frame), this type of differential system typically requires a lower data rate than an “observation-domain” system. However, good performance is typically obtained only if the base station and user station rely on the same set of satellites to compute their respective locations. When different sets of satellites are relied-upon, then the difference calculated by the base station may reflect a significant contribution by a satellite not relied upon by the user station or may fail to reflect a significant contribution by a satellite only relied-upon by the user station. Thus, the difference calculated by the base station may not accurately reflect the actual difference of the user station. A well-designed navigation-domain differential system can achieve roughly the same level of performance as a non-RTK observation-domain system. There is, however, no equivalent of RTK performance in navigation-domain differential systems (although the individual stations can smooth-out their navigation solutions using carrier phase tracking techniques). It is also possible for two user stations in an RTK differential system to exchange information regarding their navigation-domain positions or trajectories, in order to develop an accurate relative baseline between them. However, this is not a navigation-domain differential system; it is merely an exchange of positioning data.
- Many commercially-available GNSS receivers have the ability to either generate differential correction data and observations (under certain operational constraints and given certain data, such as a surveyed location), or apply differential correction data in order to determine a relative position or a differentially-corrected absolute position, or both. However, many commercially-available GNSS receivers, able to generate or apply differential correction data and observations, have distinct and disjoint modes of operation: In one mode that assumes a fixed or non-moving dynamic at a specified location (e.g., a “reference station” mode), they can generate differential correction data and observations. In another mode (e.g., a “rover mode” that allows movement), they can apply differential corrections and observation data to generate a relative baseline and/or a differentially-corrected absolute position.
- Most DGNSS systems rely on a fixed base station. Some commercially-available GNSS receivers can be operated as a component of a differential base station while they are in motion, without declaring a surveyed location. However, many commercially-available GNSS receivers, when configured to operate as a component of a differential base station, assume that the receiver is at a fixed position relative to the Earth. Such a receiver may require that a survey position be specified before it will act as a base station, and may then report zero velocity (relative to the Earth) even if it is moving. Such a receiver may also fail to operate correctly if it is moving, generating integrity alarms or false data (which may introduce errors at the user stations) if the position offset from its surveyed location, or its velocity, exceed certain limits.
- In some cases it is necessary to determine the relative position of two stations that are in motion (or could be in motion), or for which no surveyed location is available for either station. The relative position of two stations is sometimes referred as the “baseline” between them. In such cases, the observations made at the two stations (or the positions calculated from such observations) can be compared to determine a relative position or baseline. This data can be extracted from typical GNSS receivers operated in a “rover mode,” regardless of the receivers' operational role in a larger system. The distinction between a base station and a rover station is less clear in such cases, although it may be possible to differentiate based on operational considerations.
- In some cases, it is desired to determine a relative position (a baseline) between two platforms that could be moving with respect to the Earth, using GNSS receivers mounted on the platforms, where the GNSS receivers employed cannot effectively operate in a base station mode (e.g., as a “reference station”) if they are moving. This can be achieved by operating both GNSS receivers as rovers, collecting observation data and other data such as ephemeris data from the two receivers, bringing the observation data and other data to a common location (for example, one of the platforms supporting one of the two receivers), and calculating the relative position or baseline in a separate computer. However, this requires the development of appropriate datalink protocols and algorithms and the availability of a separate computer with sufficient computational ability to perform the necessary calculations in the required timeframe.
- It would be desirable to determine a relative baseline between two platforms that are moving with respect to the Earth, using GNSS equipment that assumes it is stationary when operated in a reference station mode, and while minimizing the computational burden of associated computer resources.
- It would further be desirable to minimize datalink loading for a given level of performance (navigation or position error) associated with the computed relative position or baseline, by combining the concepts of “observation-domain” and “navigation-domain” differential systems.
-
FIG. 1 illustrates a DGNSS base station and a DGNSS rover station. -
FIG. 2 illustrates a moving DGNSS base station and a moving DGNSS rover station. -
FIG. 3 illustrates a DGNSS base station and a DGNSS rover station. -
FIG. 4 illustrates another type of DGNSS base station and a DGNSS rover station. -
FIG. 5 illustrates two other types of DGNSS base station. -
FIG. 6 illustrates simplified diagram of a system control unit associated with a DGNSS base station. -
FIG. 7 illustrates a sequence of operating modes and operations associated with a DGNSS base station. -
FIG. 8 illustrates a sequence of operating modes and operations associated with a DGNSS rover station. - A method and system for calculating a baseline between a moving base station and a rover station based on both observation-domain and navigation-domain data is provided. In one embodiment, the base station generates navigation-domain data such as position and velocity at a high rate (e.g., 10 Hz) and observation-domain data such as pseudorange and carrier observations for each satellite at a lower rate (e.g., 1 Hz). The base station transmits to the rover station the navigation-domain information at the high rate and the observation-domain data at the low rate. Each navigation-domain update typically requires less data transfer (fewer data bits) than each observation-domain update. The rover station uses the observation-domain data to calculate its relative position with respect to the base station to a high degree of accuracy (e.g., using RTK techniques). The rover station can update its relative baseline based on the navigation-domain information sent by the base station at high rate (e.g., velocity and possibly higher derivatives of position) and its own calculated changes in position. The updating may be accurate over short time spans, although the updates based on navigation-domain data involve an integration error that grows over time. The error is substantially eliminated each time the relative baseline is recalculated from the observation-domain data. Thus, the system uses a highly accurate technique to establish the baseline at a low rate and uses a different technique, suitable for short spans of time, to make updates to the established baseline at a high rate. In this way, the system provides a highly accurate baseline with a relatively low bandwidth.
- The described technology combines the concepts of observation-space and navigation-space differential systems, and operates a DGNSS base station in a time-varying mode, in order to rely on the built-in differential positioning and navigation capabilities of particular GNSS receivers while minimizing datalink loading and computational load in auxiliary processors.
-
FIG. 1 illustrates aGNSS base station 100 operating as a reference station in a differential GNSS (“DGNSS”) system, and a GNSS rover station oruser station 110 operating in the same DGNSS system. TheGNSS base station 100 comprises anantenna 101 designed to receive GNSS signals, aGNSS receiver 102 configured to act as a reference station in a differential GNSS system, adata interface 103, adatalink transmitter 104, and anantenna 105 designed to support the transmission of datalink signals. Theantenna 101 is connected to theGNSS receiver 102, which processes the received GNSS signals and generates DGNSS data that is passed over the data interface 103 to thedatalink transmitter 104. DGNSS data passed from the base station to the rover station can include corrections or observations, or both, and can include other data such as base station (reference station) position and health. The datalink transmitter generates RF signals modulated with the differential correction data and observations, which are radiated by theantenna 105. The RF signals propagate through space and are received by theGNSS rover station 110 comprising adatalink antenna 106,datalink receiver 107,data interface 108,GNSS receiver 109, and associatedantenna 111. Specifically, the RF signals are received by theantenna 106 associated with thedatalink receiver 107. The RF signals are demodulated by the datalink receiver and passed over adata interface 108 to theGNSS receiver 109 configured to act as a rover in the DGNSS system. TheGNSS receiver 109 also receives GNSS signals via its associatedantenna 111, and uses the information received from the datalink to correct the measurements it makes on the incoming GNSS signals. The corrected measurements are then used by the GNSS receiver to form high-accuracy navigation and position estimates which can be delivered to an external user system or display (not shown). One skilled in the art will appreciate that many variations on this basic system are possible. -
FIG. 2 illustrates aGNSS base station 100 on a movingplatform 200 and a GNSS rover station oruser station 110 associated with auser platform 210. In this figure, the base station is on a ship and the rover station is on an aircraft. One possible application of the described technology is to allow precise relative navigation between the ship (actually the GNSS antenna associated with the GNSS reference station on the ship) and the aircraft (actually the GNSS antenna associated with the GNSS rover station on the aircraft). -
FIG. 3 illustrates aGNSS base station 300 and aGNSS rover station 320 according to one embodiment. The GNSS base station comprises anantenna 301 designed to receive GNSS signals, aGNSS receiver 302 that can be configured to act as a reference station in a differential GNSS system, asystem control unit 303 which communicates with theGNSS receiver 302 via aunidirectional data interface 304 and abi-directional data interface 305, adatalink transmitter 307 which receives data from thesystem control unit 303 viaunidirectional interface 306, and anantenna 308, connected to thedatalink transmitter 307, which is designed to support the transmission of datalink signals. TheGNSS rover station 320 comprises adatalink receiving antenna 321 connected to adatalink receiver 322, anauxiliary navigation unit 324 which receives data from the datalink receiver viadata interface 323, aGNSS receiver 325 able to operate as a rover in a DGNSS system, which communicates with the auxiliary navigation unit viaunidirectional interface 327 andbi-directional interface 328, and aGNSS antenna 326 which is connected to the GNSS receiver for the purpose of providing GNSS signals. - In one embodiment, the base
station GNSS receiver 302 generates observation-domain DGNSS data at a relatively low rate (e.g., 1 Hz or slower) and navigation-domain data at a relatively higher rate (e.g., 10 Hz). Preferrably, the GNSS receiver should be selected or designed to support these observation types including velocity measurements based on carrier-phase observations (although possible future improvements in GNSS technology could allow sufficient velocity accuracy without using carrier-phase measurements). - The observation-domain DGNSS data is transferred to the
system control unit 303 viadata interface 304, and the system control unit passes the data to thedatalink transmitter 307 overdata interface 306, so that the data can be transmitted on a datalink accessible by the rover(s) to support RTK operation with high-accuracy relative baselines calculated at the rover station(s). The system control unit may reformat this data prior to passing it to the datalink transmitter, or simply pass along the data as formatted by the GNSS receiver. Many techniques for transmitting data are known in the art and can be used with the described technology. It is also possible to pass data from the GNSS receiver to the datalink transmitter bypassing the system control unit, e.g., via a bus, although this would require a different set of interfaces than those shown inFIG. 3 . - The navigation-domain data includes point position solutions and velocities and may also include higher-order derivatives (acceleration). The navigation-domain data is also transmitted on the datalink, with at least the velocity data transmitted at the relatively higher rate.
- A typical GNSS receiver may need to be placed in a particular operating mode (e.g., a “base station” or “reference receiver” mode) in order to generate the observation-domain DGNSS data, and if it is moving, it may be incapable of generating accurate navigation-domain data while in said particular operating mode. Furthermore, sufficient displacement in position could cause a typical GNSS receiver to generate false observation-domain data or otherwise impair overall system performance. In this case, the
system control unit 303 can command the GNSS receiver to cycle between two suitable operating modes, such as a reference receiver mode and a rover mode, the commands being delivered viabi-directional interface 305. An example operating regime is to command the GNSS receiver to operate as a rover receiver for approximately the first 900 msec of every integer GPS (or UTC) second, and as a reference receiver for approximately the last 100 msec of every second, with the command timing arranged so that the receiver can generate observation-domain DGNSS data at the start of each integer second. Generating the observation-domain data at the start of an integer second is convenient given the typical operating behavior of many currently-available GNSS receivers. This constraint could be relaxed depending on the capabilities of the particular GNSS receivers used. For the approximately 900 msec of each second that the receiver is acting as a rover, it can generate accurate navigation-domain position and e.g. velocity data. At the end of each such time interval, the latest navigation-domain position data received by thesystem control unit 303 is used to formulate an appropriate command or commands placing theGNSS receiver 302 into a reference receiver mode, with a surveyed position equal to the navigation-domain position data received by thesystem control unit 303. In a typical application such as a ship-borne base station perFIG. 2 , the position offsets over the individual 100 msec intervals, in which the GNSS receiver operates as a reference station, are small enough to allow effective operation of the GNSS receiver as a reference station. - In one embodiment the
system control unit 303 provides a merged stream of messages to thedatalink transmitter 307 viadata interface 306, the merged stream of messages contains as a minimum the observation-domain DGNSS data and the navigation-domain position and velocity data. If the navigation-domain data generated by the GNSS receiver is inaccurate when the receiver is operating in a reference station mode, the system control unit can choose to not transmit these data on the uplink. However, even if this data is transmitted, appropriate annotation of the data in the uplink message format, and programming in the auxiliary navigation unit of the rover station(s) can be applied to reject undesired or inaccurate data. - A
rover station 320, which is also making observations with aGNSS receiver 325 andappropriate antenna 326, receives the uplink data transmitted by the base station withdatalink antenna 321 anddatalink receiver 322. The messages containing the uplink data are delivered to theauxiliary navigation unit 324 overunidirectional data interface 323, which passes the observation-domain DGNSS data to the GNSS receiver 325 (possibly reformatting the messages as required to match the input format expected by the GNSS receiver) overunidirectional data interface 327. It is also possible to pass data from the datalink receiver to the GNSS receiver, bypassing the auxiliary navigation unit, such as via a bus, although this would require a different set of interfaces than those shown inFIG. 3 . In a typical system, these messages might include carrier-phase observations and the most-recently specified survey position of the reference station (although other messages may be transmitted as well). Given this data and its own GNSS observations, theGNSS receiver 325 forms a solution for the relative baseline to the reference station and reports this relative baseline to the auxiliary navigation unit overbi-directional data interface 328. The auxiliary navigation unit can learn the survey position of the reference station either from the uplink messages or from the local GNSS receiver itself, and derive the relative baseline by subtracting the reported reference station survey position from the absolute position fix received from the GNSS receiver. This solution can be updated at low rate (e.g., 1 Hz equal to the rate at which new uplink DGNSS data are provided to the rover). - In one embodiment, this solution is calculated in the GNSS receiver on the rover platform thereby avoiding the need to perform RTK processing in an auxiliary processor such as the auxiliary navigation unit. In another embodiment, this solution is calculated in an auxiliary processor given the uplinked DGNSS data and the local observations of the
GNSS receiver 325. - The
GNSS receiver 325 also reports its velocity over time to theauxiliary navigation unit 324 viabi-directional data interface 328. Theauxiliary navigation unit 324 may need to issue certain commands to theDGNSS receiver 325 in order to initiate and maintain this data stream. Hence, thedata interface 328 is bi-directional in one embodiment. The auxiliary navigation unit receives data regarding the velocity of the base station over time via thedatalink antenna 321,datalink receiver 322, andunidirectional interface 323. The auxiliary navigation unit uses these navigation-domain data to forward-propagate the relative baseline. This is achieved with substantially lower data link loading than if a full set of carrier-phase observations are uplinked at high rate, as would be required to form a new RTK solution at high rate without making assumptions as to base station dynamics. A position error accumulates slowly over time, due to integrated measurement noise and other factors, but is substantially eliminated each time a new relative baseline is calculated from the observation-space carrier-phase measurements (e.g., at 1 Hz given the description above, assuming all uplink messages are delivered without error). - The auxiliary navigation unit can maintain a track of the base station absolute position comprising the base station's current position and velocity (and possibly historical data). For example, the current velocity data received from the uplink allows the auxiliary navigation unit to forward-propagate the base station's reported point position estimate for short periods of time. Each point position estimate, received by the auxiliary navigation unit, allows said auxiliary navigation unit to update its estimate of the base station's absolute position and eliminate the accumulated position error associated with integration of measurement noise and other factors.
- The uplink message stream comprising navigation-domain data need not be uniformly spaced in time (although uniform spacing is considered a desirable operating condition). Gaps in the uplink message stream can occur e.g., due to mode transitions of the base station and message losses in the communications path.
- If required to do so, the auxiliary navigation unit can forward-propagate the base station position given the received velocity data (last received data or last received data and earlier data).
- After receiving a new message with new navigation-domain data from the base station, the auxiliary navigation unit can use various algorithms, well known to those skilled in the art, to determine a current estimate for base station absolute position. For example, the algorithm can comprise a calculation of a new position offset based on the reported velocity applied over the time interval since the prior message received, or more elaborate techniques.
- The rover absolute position can be estimated (by the auxiliary navigation unit) by adding the current relative baseline estimate to the current base station absolute position estimate.
- The base station absolute positions can be delivered to the auxiliary navigation unit in the rover in several ways using the preferred embodiment. First, the base station absolute position (e.g., determined at the end of a 900 msec interval when the base station GNSS receiver is operated in a rover mode) can be reported by the
GNSS receiver 302 overbi-directional interface 305 to thesystem control unit 303, formatted into an appropriate message, and delivered to thedatalink transmitter 307 overdata interface 306, which modulates the information onto an RF signal that is radiated byantenna 308. The rover then receives the RF signal withantenna 321 anddatalink receiver 322, which delivers the information to theauxiliary navigation unit 324. Alternatively, the base station absolute position, as known to theGNSS receiver 302 operating in a reference station mode, can be formatted by the GNSS receiver as part of the uplink DGNSS data, thereby delivered to the system control unit viaunidirectional interface 304, delivered to thedatalink transmitter 307 overdata interface 306, which modulates the information onto an RF signal which is radiated byantenna 308. The rover then receives the RF signal withantenna 321 anddatalink receiver 322, which delivers the information to theauxiliary navigation unit 324, which passes the information to theGNSS receiver 325. The auxiliary navigation unit can either read the message directly, in addition to delivering it to the GNSS receiver, or it can poll the GNSS receiver to extract this information (the choice will depend on the capabilities of the GNSS receiver and the desires of the system implementer or system operator). - The system operator can tailor the transmission rate of uplink messages to ensure acceptably low error growth in the various position estimates, acceptably low probability of a long gap in update of absolute positions, and acceptably low probability that an arbitrary rover will lose lock and be forced to re-initialize its RTK solution. One candidate message generation regime is illustrated in Table 1 below. The rates for a particular system will depend on datalink message delivery probability, platform dynamics, user requirements regarding solution availability and reliability (continuity), and details of the GNSS receivers. Although messages can be combined, maintaining separate messages may yield greater flexibility in terms of datalink operation and can lead to lower overall datalink loading.
TABLE 1 Candidate message generation and transmission regime Message type Rate (Hz) Comments Observation- 1 Hz May comprise multiple domain data messages. In aggregate, (DGNSS data) this data stream contains all information needed for a rover GNSS receiver to calculate a relative baseline. Navigation-domain 10 Hz velocity data Navigation-domain 0.5 Hz position data - One skilled in the art will appreciate that there are many suitable variations of the apparatus illustrated in
FIG. 3 . For example, bi-directional interfaces can be substituted for the illustrated unidirectional interfaces, or dual unidirectional interfaces can be substituted for the illustrated bi-directional interfaces. All data exchanges between e.g.,GNSS receiver 302 andsystem control unit 303, orGNSS receiver 325 andauxiliary navigation unit 324, could be supported via single bi-directional interfaces or data buses such as Ethernet, instead of mixes of bi-directional and uni-directional interfaces. System monitors or displays can be added to provide for monitoring by human operators and display of navigation data. Additional input devices can be added to allow for modification of system operating parameters and input of survey data. Multiple data links could be used instead of the single data link illustrated. The data link can be bi-directional to allow data flow from the rover to the base station (for example the navigation data generated at the rover), and if the RF data link and other interfacing allows data flow from the rover to the base station, the navigation processing supported by the auxiliary navigation unit in a preferred embodiment, could be supported instead at the base station. -
FIG. 4 illustrates an embodiment of the described technology in which the base station absolute position, velocity data, or both, are generated by anauxiliary navigation sensor 402 that communicates with thesystem control unit 303 viabi-directional interface 401. The auxiliary navigation sensor may be a second GNSS receiver, an inertial navigation system, an inertial measurement unit, and so on. If the auxiliary navigation sensor provides position data, the system control unit can use these data to reset the surveyed position of theGNSS receiver 302. If the auxiliary navigation sensor provides velocity data, the system control unit can rely on the auxiliary navigation sensor instead of theGNSS receiver 302 for these data (uplinking, through the datalink transmitter, the velocity information from theauxiliary navigation sensor 402 instead of the velocity information from the GNSS receiver 302). If the auxiliary navigation sensor provides both position and velocity data, aGNSS receiver 302, that cannot provide accurate velocity data while in a reference station mode, can be left in a reference station mode (although depending on the specific characteristics of the GNSS receiver, it may need to have its survey position periodically reset with the position data). - It is possible for the
GNSS receiver 302 andauxiliary navigation sensor 402 to operate cooperatively, for example if theGNSS receiver 302 provides information used to train an inertial navigation system or inertial measurement unit. In this case the training data can flow through the system control unit or directly from the GNSS receiver to the auxiliary navigation sensor (this interface possibility is not shown inFIG. 4 ). - It is possible for the base station to itself use a differential GNSS system to refine its position and/or velocity estimates. For example, the
GNSS receiver 302 could be WAAS-capable, relying on satellite downlink signals generated by the aviation-quality DGNSS system and received in the same band as the navigation signals of GPS. Alternatively, a different DGNSS system could share the datalink system of the invention as illustrated inFIG. 5 a or 5 b. In the embodiment ofFIG. 5 a, adatalink transceiver 507 operating through asuitable antenna 308 both receives DGNSS data (RF signals not shown), and transmits the base station's uplink data as needed to meet the desired functionality. Incoming DGNSS data is transferred to thesystem control unit 303 overbi-directional interface 506, where it can either: -
- a) be transferred to the
GNSS receiver 302 over thebi-directional interface 305 or a dedicated interface (not shown) (Many currently-available GNSS receivers are incapable of processing such DGNSS input data, to form a precise position and velocity solution, while also acting as a reference station. However, in principle it is feasible to build a GNSS receiver that can both accept and generate DGNSS data at the same time); or - b) be used in the
system control unit 303 to form a differentially-corrected position and velocity estimate using GNSS observations reported to the system control unit by theGNSS receiver 302 viabi-directional interface 305.
- a) be transferred to the
- Alternatively, incoming DGNSS data can be transferred directly to the
GNSS receiver 302 via unidirectional interface 508 as illustrated inFIG. 5 b. - A dedicated datalink receiver can also be used to receive DGNSS data and deliver it directly to the GNSS receiver.
- The
system control unit 303 can be a single-board computer, laptop, or other data processing and routing device. Key features are illustrated inFIG. 6 a which shows an embodiment tailored to the overall system design illustrated previously inFIG. 3 (other embodiments would involve minor changes as one skilled in the art would appreciate). Referring toFIG. 6 a,system control unit 303 comprises threeCOM ports CPU 604, which operates in conjunction with a read-only memory 605 and a random-access memory 606. Other supporting circuitry is known to those skilled in the art, and is not shown inFIG. 6 a. TheCOM1 port 601 provides an input interface for DGNSS data, received from theGNSS receiver 302 overdata interface 304, and intended for uplink transmission to rover station(s) operating in conjunction with the base station according to the present invention. TheCOM2 port 602 provides bi-directional communications between the system control unit and theGNSS receiver 302 overdata interface 305, typically for GNSS receiver control, GNSS receiver status monitoring, and reception of position and velocity estimates from the GNSS receiver. For some GNSS receivers, the functions of COM1 and COM2 can be merged into a single bi-directional interface. TheCOM3 port 603 supports data transfer to thedatalink transmitter 307 overdata interface 306. TheROM 605 provides for stored-program control, while theRAM 606 provides for real-time data storage. - The
CPU 604 provides for the cyclic control of the GNSS receiver according to the processing flow illustrated inFIG. 7 . There are three primary operating states for the base station (mode control exercised by the CPU): initialization state, rover operating state, and reference station operating state. (There may also a fault state which is not shown.) Upon power up, the CPU enters aninitialization state 701 in which it waits for a valid message from the GNSS receiver indicating an initial position fix. This assumes that the GNSS receiver will generate a valid position fix of its own volition. If the GNSS receiver needs to be configured/commanded by the CPU to generate a first position fix, the process flow ofFIG. 7 can be modified as required as those skilled in the art will appreciate. Upon receiving thismessage 710, the CPU issues thenecessary commands 711 to the GNSS receiver to configure it for generating position, velocity, and time outputs at the desired rate (when operating in rover mode), and DGNSS data messages when operating in a reference station mode. The base station (CPU) then transitions to therover operating state 702. (It is possible for the base station (CPU) to transition from the initialization state to the referencestation operating state 703 instead of therover operating state 702.) For example, in the case of a NovAtel OEM4-G2L receiver, with the NovAtel receiver's COM1 port connected todata interface 305 and its COM2 port connected to aunidirectional data interface 304, the CPU would issue commands over data interface 305 such as:INTERFACEMODE COM2 NONE RTCA LOG COM2 RTCAOBS ONTIME 1LOG COM2 RTCAREF ONTIME 1LOG BESTXYZ ONTIME 0.1 - These commands setup the interface mode for DGNSS data that will be issued on the GNSS receiver's COM2 port for delivery to the remote rovers, using the RTCA protocol at the start of each second, and also command logging of XYZ position and velocity at a relatively higher rate on the GNSS receiver's COM1 port. Latitude, longitude, and height, as well as East, North and Up velocities, can be calculated from the XYZ positions and velocities reported in the BESTXYZ log, or logged separately by commanding BESTPOS and BESTVEL logs. A compatible set of commands needs to be issued to the rover's GNSS receiver in order to enable differential processing with the DGNSS data generated by these commands.
- In the
rover operating state 702, the CPU waits for a position/velocity/time (“PVT”) report 720 from the GNSS receiver. Upon receiving a PVT report, it stores the information as required and updates its track of the base station platform position and velocity (721). It also generates aPVT report 722 for uplink transmission (this could be the same format, or a different format, than the PVT report received from the GNSS receiver). It is convenient to configure the GNSS receiver to generate PVT reports at the same rate as desired for uplink transmission of position and/or velocity messages—in this case, each PVT report received by the system control unit can be used to formulate an uplink message and the processing flow is essentially event-driven as illustrated inFIG. 7 . However, with changes known to those skilled in the art, the rates could be dissimilar with the system control unit decimating or extrapolating as required. The CPU decides (723) whether it is time to shift to a reference station mode based on the time tag in the received PVT report. If it is time to switch, the CPU issues thenecessary commands 724 on COM2 and switches to thereference station mode 703. For a NovAtel OEM4-G2L receiver, the CPU would issue the command FIX POSITION LAT LON HEIGHT, where LAT, LON and HEIGHT are the latitude, longitude, and height contained in the PVT message just received. Otherwise, it remains in therover operating mode 702 awaiting the next PVT message. - In the reference
station operating mode 703, the CPU first determines that the DGNSS uplink data needed for differential operation of the rover stations has been transmitted. This can be determined in various ways, such as, direct observation of the message being generated by the GNSS receiver on COM1 or a timer such that there is high confidence that the message is generated and transmitted even though the message is not directly observed. Once the DGNSS uplink data is transmitted, the CPU places the GNSS receiver back in a rover mode and then itself reverts to arover operating state 702. In the case of a NovAtel OEM4-G2L receiver, the CPU would issue the command FIX NONE to force the GNSS receiver to enter a rover mode. - In one embodiment, the functions of the
system control unit 303 are merged into theGNSS receiver 302, with embedded firmware to operate the GNSS receiver and deliver the necessary DGNSS data and navigation-domain data over an external interface to a datalink transmitter. In another embodiment, the functions of thesystem control unit 303 are merged into theGNSS receiver 302, and external commands are required to setup the appropriate data transfers, operating modes and operating cycles. - The
auxiliary navigation unit 324 can be a single-board computer, laptop, or other data processing and routing device. Features are illustrated inFIG. 6B which shows an embodiment tailored to the overall system design illustrated previously inFIG. 3 . Referring toFIG. 6B ,auxiliary navigation unit 324 comprises threeCOM ports CPU 654, which operates in conjunction with a read-only memory 655 and a random-access memory 656. Other supporting circuitry is known to those skilled in the art, and is not shown inFIG. 6B . TheCOM1 port 651 provides an input interface for data received from thedatalink receiver 322 overdata interface 323. TheCOM2 port 652 provides unidirectional communications between the auxiliary navigation unit and theGNSS receiver 325 overdata interface 327, typically for DGNSS data. TheCOM3 port 653 supports bi-directional data transfer with theGNSS receiver 325 overdata interface 328, typically for GNSS receiver control, GNSS receiver status monitoring, reporting of GNSS observations, and reception of position and velocity estimates from the GNSS receiver (both differentially-corrected and non-differentially corrected). For some GNSS receivers, the functions of COM2 and COM3 can be merged into a single bi-directional interface. TheROM 655 provides for stored-program control, while theRAM 656 provides for real-time data storage. - The
CPU 654 provides for the routing of data in support of DGNSS operations, control of the GNSS receiver, interface to external systems (e.g., other computers or displays), and the merging of observation-domain DGNSS processes with navigation-domain DGNSS processes. There are two primary operating states for the rover station as illustrated inFIG. 8 (mode control exercised by the CPU): initialization state and rover operating state. (There may also be a fault state which is not shown.) Upon power up, the CPU enters aninitialization state 801 in which it waits for a valid message from the GNSS receiver indicating an initial position fix. This assumes that the GNSS receiver will generate a valid position fix of its own volition. If the GNSS receiver must be configured/commanded by the CPU in order to generate a first position fix, the process flow ofFIG. 8 can be modified as required as one skilled in the art would appreciate. Upon receiving thismessage 810, the CPU issues thenecessary commands 811 to the GNSS receiver to configure it for generating position, velocity, and time outputs at the desired rate. The rover station (CPU) then transitions to therover operating state 802. For example, in the case of a NovAtel OEM4-G2L receiver, the CPU could issue commands such as:INTERFACEMODE COM2 RTCA NONE LOG PSRXYZ ONTIME 0.1 LOG MATCHEDXYZ ONCHANGED LOG REFSTATION ONCHANGED - In conjunction with a base station commanded as described above and delivering DGNSS data, these commands setup the receiver to output position and velocity data at high rate, and a matched absolute position and reference station position data whenever it receives appropriate uplink DGNSS data (MATCHEDXYZ contains an absolute position calculated with reference to the reported reference station location, and MATCHEDXYZ—REFSTATION yields a relative baseline). There are other alternatives. For example, LOG RTKDATA ONCHANGED yields the relative baseline directly.
- In the
rover operating state 802, theCPU 654 waits for various messages on its input COM ports and performs processing in response to those messages. Upon receiving uplink DGNSS corrections data onCOM1 port 651, originally generated by the base station, it reformats the message as required (reformatting may not be required) and transfers the data to the GNSS receiver viaCOM2 652, which is connected todata interface 327. These data will typically cause the GNSS receiver to generate an accurate relative baseline report, or differential position/velocity/time (PVT) report, at a subsequent time (assuming the GNSS receiver is operating in a differential mode with the base station GNSS receiver acting as a reference station). - Upon receiving a differential PVT report from the GNSS receiver on
COM3 653, the CPU either stores, or generates and stores as appropriate, the relative baseline between the base station and the rover. Depending on the design of the GNSS receiver and the messages generated, it may report the relative baseline directly, or it may report an absolute position which can be used to determine a relative baseline considering the latest-known absolute position of the base station. The CPU also generates a position and velocity report, either loading these data in memory for an auxiliary process (not shown), or forming a message for delivery to an external unit (communications interface not shown). The position and velocity report can comprise one or several data structures, or messages, and have many alternative formats, but for simplicity of description it may be considered a single message delivered to an external process with the data types listed in Table 2.TABLE 2 Typical data content of position/velocity message generated by auxiliary navigation unit absolute position reported by base station, basis for determination, and timestamp velocity reported by base station, basis for determination, and timestamp relative baseline (rover minus base) as reported in last high-accuracy position fix (e.g., for NovAtel OEM4 this would be a MATCHEDPOS minus REFSTATION position determined from measurements taken at the same point in time), and timestamp velocity of rover, basis for determination, and timestamp relative position of rover, basis for determination absolute position of rover, basis for determination - Position may be lat/lon/alt (LLA) in a particular datum, or (x, y, z) in an ECEF coordinate frame. Velocity may be east/north/up velocity components or (x, y, z) velocity components. Timestamp may be time of applicability. Valid entries for basis for determination may depend on the data being described, but could include options such as SINGLE_POSITION, WAAS_CORRECTED, CODE, DOPPLER, CODE_DIFFERENTIAL, L1_CARRIER, L1_L2, MATCHED, EXTRAPOLATED, and others. A general position/velocity message format can support reporting per 832, 843 and 852.
- The base station absolute position and velocity data are updated 841 whenever the
data 840 is either received in an uplink message or reported by the local GNSS receiver (i.e., the local GNSS receiver, if operating in a differential mode, may report the position of the base station). This data can be received in any one of several messages. The absolute position of the rover can be updated 842 whenever the absolute position of the base is received. - The rover station absolute position and velocity data are updated 851 whenever a
velocity report 850 is received from the local GNSS receiver. - In one embodiment, the functions of the
auxiliary navigation unit 324 are merged into theGNSS receiver 325, with embedded firmware to operate the GNSS receiver according to the present invention and calculate the relative baseline, as well as other data if desired, based on the GNSS observations and data received from the base station. In another embodiment, the functions of theauxiliary navigation unit 324 are merged into theGNSS receiver 325, and external commands are required to setup the appropriate data transfers, operating modes and operating cycles. - In one embodiment using a NovAtel OEM4 receiver or equivalent, the relative baseline high-accuracy position fix is intended to represent matched output log using carrier-phase measurements.
- In one embodiment, the velocity of the rover is based on locally-observed GNSS Doppler or carrier-phase measurements and does not include any data associated with the base station. However, velocity can also be determined via code-phase measurements or an auxiliary sensor (IMU). Velocity measurements should be made at relatively high rate in order to achieve high accuracy, for example, 10 Hz or faster for ground vehicles or slowly accelerating aircraft.
- The relative position of the rover, with respect to the base station, is updated whenever a matched-position report is received and whenever a velocity report is received from either the base station or the local GNSS receiver. A matched-position report causes an overwrite whereas a velocity report causes an accumulation of position offset by integrating the velocity report over the time interval since the previous velocity report (from the base station or rover, respectively).
- The absolute position of the rover may be updated whenever the auxiliary navigation unit receives a SINGLE_POSITION report (or equivalent indicating non-differential operation), or a MATCHEDPOS report, or a local velocity report (updating by accumulation of a position offset as for the relative position report).
- In addition to forming position and velocity reports, data structures storing historical data can be maintained.
- From the foregoing, it will be appreciated that specific embodiments of the invention have been described herein for purposes of illustration, but that various modifications may be made without deviating from the spirit and scope of the invention. Accordingly, the invention is not limited except as by the appended claims.
Claims (18)
1. A method for providing information for calculating a baseline between a moving base station and a moving rover station, the method comprising:
collecting navigation-domain information indicating current position of the base station at navigation-domain times; and
collecting observation-domain information indicating current position of the base station at observation-domain times
wherein the observation-domain times are less frequent than the navigation domain times.
2. The method of claim 1 including after collecting information, transmitting information derived from the collected information to the rover station.
3. The method of claim 1 wherein the times are at fixed intervals.
4. The method of claim 1 wherein the collecting of navigation-domain information includes setting a positioning receiver to operating in rover mode.
5. The method of claim 1 wherein the collecting of navigation-domain information includes setting a positioning receiver to provide navigation-domain information.
6. The method of claim 1 wherein the collecting of observation-domain information includes setting a positioning receiver to operating in reference mode.
7. The method of claim 1 wherein the collecting of observation-domain information includes setting a positioning receiver to provide observation-domain information.
8. The method of claim 1 wherein the collecting of navigation-domain information includes setting a positioning receiver to provide navigation-domain information and the collecting of observation-domain information includes setting a positioning receiver to operating in reference mode.
9. The method of claim 8 wherein the positioning receiver is a GPS-based receiver.
10. A method for calculating relative position between a moving base station and a moving rover station, the method comprising:
receiving navigation-domain information indicating current position of the base station at navigation-domain times;
receiving observation-domain information indicating current position of the base station at observation-domain times;
when observation-domain information is received, calculating a relative position of based on the received observation-domain information; and
when navigation-domain information is received, calculating a relative position of based on a previously calculated relative position and the received navigation-domain information
wherein the observation-domain times are less frequent than the navigation domain times.
11. The method of claim 10 wherein the navigation-domain information and observation-domain information are received at the rover station from the base station.
12. The method of claim 10 wherein the times are at fixed intervals.
13. The method of claim 10 wherein the navigation-domain information is collected by setting a positioning receiver to operating in rover mode.
14. The method of claim 10 wherein the navigation-domain information is collected by setting a positioning receiver to provide navigation-domain information.
15. The method of claim 10 wherein the observation-domain information is collected by setting a positioning receiver to operating in reference mode.
16. The method of claim 10 wherein the observation-domain information is collected by setting a positioning receiver to provide observation-domain information.
17. The method of claim 10 wherein the navigation-domain information is collected by setting a positioning receiver to provide navigation-domain information and the observation-domain information is collected by setting a positioning receiver to operating in reference mode.
18. The method of claim 17 wherein the positioning receiver is a GPS-based receiver.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/215,732 US20070001900A1 (en) | 2003-10-06 | 2005-08-30 | Method and apparatus for satellite-based relative positioning of moving platforms |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US50893703P | 2003-10-06 | 2003-10-06 | |
US10/960,637 US6961018B2 (en) | 2003-10-06 | 2004-10-06 | Method and apparatus for satellite-based relative positioning of moving platforms |
US11/215,732 US20070001900A1 (en) | 2003-10-06 | 2005-08-30 | Method and apparatus for satellite-based relative positioning of moving platforms |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/960,637 Continuation US6961018B2 (en) | 2003-10-06 | 2004-10-06 | Method and apparatus for satellite-based relative positioning of moving platforms |
Publications (1)
Publication Number | Publication Date |
---|---|
US20070001900A1 true US20070001900A1 (en) | 2007-01-04 |
Family
ID=34885900
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/960,637 Expired - Lifetime US6961018B2 (en) | 2003-10-06 | 2004-10-06 | Method and apparatus for satellite-based relative positioning of moving platforms |
US11/215,732 Abandoned US20070001900A1 (en) | 2003-10-06 | 2005-08-30 | Method and apparatus for satellite-based relative positioning of moving platforms |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/960,637 Expired - Lifetime US6961018B2 (en) | 2003-10-06 | 2004-10-06 | Method and apparatus for satellite-based relative positioning of moving platforms |
Country Status (8)
Country | Link |
---|---|
US (2) | US6961018B2 (en) |
EP (1) | EP1671151B1 (en) |
JP (1) | JP2007508550A (en) |
AU (1) | AU2004316166B2 (en) |
CA (1) | CA2541199C (en) |
DE (1) | DE602004032557D1 (en) |
IL (1) | IL174585A0 (en) |
WO (1) | WO2005081013A1 (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20090182502A1 (en) * | 2008-01-10 | 2009-07-16 | Riter Bruce D | Refining a position estimate of a low earth orbiting satellite |
US20090251358A1 (en) * | 2008-04-08 | 2009-10-08 | Honeywell International Inc. | Radar altimeter with forward looking radar and data transfer capabilities |
US20110116395A1 (en) * | 2009-11-19 | 2011-05-19 | Sony Corporation | Radio communication terminal, communication method, and radio communication system |
US9121932B2 (en) | 2008-01-10 | 2015-09-01 | Trimble Navigation Limited | Refining a position estimate of a low earth orbiting satellite |
US20160061958A1 (en) * | 2014-09-03 | 2016-03-03 | Glacial Ridge Technologies, LLC | Device for inputting rtk correction data to a gps |
US20170299730A1 (en) * | 2015-06-29 | 2017-10-19 | Deere & Company | Satellite navigation receiver and method for switching between real-time kinematic mode and precise positioning mode |
CN107656295A (en) * | 2017-07-31 | 2018-02-02 | 武汉大学 | A kind of GNSS high accuracy Baseline Survey methods based on original observed data |
US10605926B2 (en) | 2015-06-29 | 2020-03-31 | Deere & Company | Satellite navigation receiver and method for switching between real-time kinematic mode and relative positioning mode |
US10627528B2 (en) | 2015-06-29 | 2020-04-21 | Deere & Company | Satellite navigation receiver and method for switching between real-time kinematic mode and precise positioning mode |
US11175414B2 (en) | 2015-06-29 | 2021-11-16 | Deere & Company | Satellite navigation receiver for relative positioning with bias estimation |
Families Citing this family (80)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9002565B2 (en) | 2003-03-20 | 2015-04-07 | Agjunction Llc | GNSS and optical guidance and machine control |
US8190337B2 (en) | 2003-03-20 | 2012-05-29 | Hemisphere GPS, LLC | Satellite based vehicle guidance control in straight and contour modes |
US8634993B2 (en) | 2003-03-20 | 2014-01-21 | Agjunction Llc | GNSS based control for dispensing material from vehicle |
US8140223B2 (en) | 2003-03-20 | 2012-03-20 | Hemisphere Gps Llc | Multiple-antenna GNSS control system and method |
US8271194B2 (en) | 2004-03-19 | 2012-09-18 | Hemisphere Gps Llc | Method and system using GNSS phase measurements for relative positioning |
US8686900B2 (en) | 2003-03-20 | 2014-04-01 | Hemisphere GNSS, Inc. | Multi-antenna GNSS positioning method and system |
DE602004032557D1 (en) * | 2003-10-06 | 2011-06-16 | Insitu Inc | METHOD AND DEVICE FOR SATELLITE-BASED RELATIVE POSITIONING OF MOBILE PLATFORMS |
US8583315B2 (en) | 2004-03-19 | 2013-11-12 | Agjunction Llc | Multi-antenna GNSS control system and method |
US7706977B2 (en) * | 2004-10-26 | 2010-04-27 | Honeywell International Inc. | Personal navigation device for use with portable device |
JP4965149B2 (en) * | 2006-03-31 | 2012-07-04 | 株式会社トプコン | RTK-GPS positioning system |
DE102006016396A1 (en) * | 2006-04-07 | 2007-10-11 | Deere & Company, Moline | Mobile reference station for generating correction signals for a differential position determining device |
US20070282565A1 (en) * | 2006-06-06 | 2007-12-06 | Honeywell International Inc. | Object locating in restricted environments using personal navigation |
US8955800B2 (en) | 2011-06-29 | 2015-02-17 | Aerovel Corporation | Method and apparatus for automated launch, retrieval, and servicing of a hovering aircraft |
US7954758B2 (en) * | 2006-08-24 | 2011-06-07 | Aerovel Corporation | Method and apparatus for retrieving a hovering aircraft |
US7570204B1 (en) * | 2006-08-31 | 2009-08-04 | Rockwell Collins, Inc. | Generalized divergence-free carrier smoothing and dual frequency differential GPS architecture implementing the same |
US20100330940A1 (en) * | 2006-10-31 | 2010-12-30 | Qualcomm Incorporated | Sensor-aided wireless combining |
JP5096478B2 (en) * | 2006-10-31 | 2012-12-12 | クゥアルコム・インコーポレイテッド | Apparatus and method for sensor-based wireless receive diversity |
US8768558B2 (en) * | 2007-01-05 | 2014-07-01 | Agjunction Llc | Optical tracking vehicle control system and method |
US8311696B2 (en) | 2009-07-17 | 2012-11-13 | Hemisphere Gps Llc | Optical tracking vehicle control system and method |
USRE48527E1 (en) | 2007-01-05 | 2021-04-20 | Agjunction Llc | Optical tracking vehicle control system and method |
US7855678B2 (en) * | 2007-05-16 | 2010-12-21 | Trimble Navigation Limited | Post-mission high accuracy position and orientation system |
US20080316093A1 (en) * | 2007-06-25 | 2008-12-25 | Swensen Marvin D | GPS global coverage augmentation system |
US20090093959A1 (en) * | 2007-10-04 | 2009-04-09 | Trimble Navigation Limited | Real-time high accuracy position and orientation system |
US9002566B2 (en) | 2008-02-10 | 2015-04-07 | AgJunction, LLC | Visual, GNSS and gyro autosteering control |
JP4798168B2 (en) * | 2008-04-23 | 2011-10-19 | トヨタ自動車株式会社 | Relative position detection device and relative position detection system |
JP4853490B2 (en) * | 2008-04-25 | 2012-01-11 | トヨタ自動車株式会社 | Inter-mobile interference positioning system, apparatus and method |
JP4807376B2 (en) * | 2008-05-07 | 2011-11-02 | トヨタ自動車株式会社 | Inter-mobile interference positioning apparatus and method |
WO2010063072A1 (en) * | 2008-12-05 | 2010-06-10 | Leica Geosystems Ag | A system and method of reference position determination |
US8453966B2 (en) | 2009-02-12 | 2013-06-04 | Aerovel Corporation | Method and apparatus for automated launch, retrieval, and servicing of a hovering aircraft |
US8401704B2 (en) | 2009-07-22 | 2013-03-19 | Hemisphere GPS, LLC | GNSS control system and method for irrigation and related applications |
US8174437B2 (en) * | 2009-07-29 | 2012-05-08 | Hemisphere Gps Llc | System and method for augmenting DGNSS with internally-generated differential correction |
US8334804B2 (en) | 2009-09-04 | 2012-12-18 | Hemisphere Gps Llc | Multi-frequency GNSS receiver baseband DSP |
US8548649B2 (en) | 2009-10-19 | 2013-10-01 | Agjunction Llc | GNSS optimized aircraft control system and method |
US20110231038A1 (en) * | 2010-03-17 | 2011-09-22 | Cmc Electronics Inc. | Aircraft landing system using relative gnss |
US8573536B2 (en) | 2010-03-26 | 2013-11-05 | Aerovel Corporation | Method and apparatus for automated launch, retrieval, and servicing of a hovering aircraft |
US8983685B2 (en) * | 2010-07-30 | 2015-03-17 | Deere & Company | System and method for moving-base RTK measurements |
US9846241B2 (en) | 2010-07-30 | 2017-12-19 | Deere & Company | Navigation system and method using RTK with data received from a mobile base station |
US20120218142A1 (en) * | 2010-08-26 | 2012-08-30 | Maxlinear, Inc. | Reporting of Last Acquired Position During Gap of Satellite Reception for GNSS Systems |
CN102243314B (en) * | 2011-04-14 | 2013-04-17 | 山东大学 | Real-time difference measuring apparatus for regular moving boat-carrying base station and working method thereof |
RU2467298C1 (en) * | 2011-10-04 | 2012-11-20 | Открытое акционерное общество "Российская корпорация ракетно-космического приборостроения и информационных систем" (ОАО "Российские космические системы") | System of satellite monitoring of engineering facilities displacements using satellite navigation systems glonass/gps |
KR101231534B1 (en) * | 2011-10-17 | 2013-02-07 | 현대자동차주식회사 | A method and system to improve accuracy in differential global positioning system using vehicle to vehicle |
KR101326889B1 (en) * | 2011-11-07 | 2013-11-11 | 현대자동차주식회사 | A method and system to control relative position among vehicles using dgps mobile reference station |
CN102721398A (en) * | 2012-02-29 | 2012-10-10 | 武汉苍穹数码仪器有限公司 | Multimode GNSS high-precision real-time deformation monitoring system |
RU2496124C1 (en) * | 2012-08-15 | 2013-10-20 | Открытое акционерное общество "Российская корпорация ракетно-космического приборостроения и информационных систем" (ОАО "Российские космические системы") | System for high-precision monitoring of displacements of engineering structures |
US9405015B2 (en) | 2012-12-18 | 2016-08-02 | Subcarrier Systems Corporation | Method and apparatus for modeling of GNSS pseudorange measurements for interpolation, extrapolation, reduction of measurement errors, and data compression |
US9250327B2 (en) | 2013-03-05 | 2016-02-02 | Subcarrier Systems Corporation | Method and apparatus for reducing satellite position message payload by adaptive data compression techniques |
US10569868B2 (en) | 2013-04-02 | 2020-02-25 | Hood Technology Corporation | Multicopter-assisted system and method for launching and retrieving a fixed-wing aircraft |
US9359075B1 (en) | 2013-04-02 | 2016-06-07 | Hood Technology Corporation | Helicopter-mediated system and method for launching and retrieving an aircraft |
US10144511B2 (en) | 2013-04-02 | 2018-12-04 | Hood Technology Corporation | Helicopter-mediated system and method for launching and retrieving an aircraft |
US10583920B2 (en) | 2013-04-02 | 2020-03-10 | Hood Technology Corporation | Multicopter-assisted system and method for launching and retrieving a fixed-wing aircraft |
US9434481B2 (en) | 2013-09-23 | 2016-09-06 | Aerovel Corporation | Apparatus and method for launch and retrieval of a hovering aircraft |
JP2015075380A (en) * | 2013-10-08 | 2015-04-20 | 鹿島建設株式会社 | Real-time kinematic system and position measurement method |
US9500483B1 (en) * | 2013-10-28 | 2016-11-22 | Rockwell Collins, Inc. | Surrogate navigation receiver for transferring capabilities to a host navigation receiver and related method |
US9521568B2 (en) * | 2013-11-19 | 2016-12-13 | Marvell World Trade Ltd. | Wireless LAN device positioning |
US9562974B2 (en) * | 2014-05-24 | 2017-02-07 | Trimble Inc. | Multiple content message base-rover architecture |
US10414493B2 (en) | 2014-07-11 | 2019-09-17 | Aerovel Corporation | Apparatus and method for automated launch, retrieval, and servicing of a hovering aircraft |
CN105759289A (en) | 2014-12-15 | 2016-07-13 | 国际商业机器公司 | Method and system for processing GPS drift |
US20160291164A1 (en) * | 2015-03-31 | 2016-10-06 | Autoliv Asp, Inc. | Automotive ad hoc real time kinematics roving network |
US20170159372A1 (en) * | 2015-12-04 | 2017-06-08 | Schlumberger Technology Corporation | Rig positioning system |
EP3404445A4 (en) * | 2016-01-15 | 2019-01-02 | Panasonic Intellectual Property Management Co., Ltd. | Gnss correction data distribution device, gnss correction data distribution system, and gnss correction data distribution method |
US10399702B2 (en) | 2016-03-15 | 2019-09-03 | Aerovel Corporation | Capture and launch apparatus and method of using same for automated launch, retrieval, and servicing of a hovering aircraft |
US10752357B2 (en) | 2016-03-22 | 2020-08-25 | Hood Technology Corporation | Rotorcraft-assisted system and method for launching and retrieving a fixed-wing aircraft into and from free flight |
US10696420B2 (en) | 2016-08-17 | 2020-06-30 | Hood Technology Corporation | Rotorcraft-assisted system and method for launching and retrieving a fixed-wing aircraft into and from free flight |
US10551504B2 (en) | 2016-10-04 | 2020-02-04 | Trimble Inc. | Method and system for sharing convergence data |
US11204612B2 (en) | 2017-01-23 | 2021-12-21 | Hood Technology Corporation | Rotorcraft-assisted system and method for launching and retrieving a fixed-wing aircraft |
US20180231632A1 (en) * | 2017-02-15 | 2018-08-16 | Raytheon Company | Multi-receiver geolocation using differential gps |
US11524797B2 (en) | 2017-05-11 | 2022-12-13 | Hood Technology Corporation | Aircraft-retrieval system |
US10988257B2 (en) | 2017-05-11 | 2021-04-27 | Hood Technology Corporation | Aircraft-retrieval system |
US11667398B2 (en) | 2017-09-06 | 2023-06-06 | Hood Technology Corporation | Multicopter-assisted systems and methods for launching and retrieving a fixed-wing aircraft into and from free flight |
US11027844B2 (en) | 2017-09-06 | 2021-06-08 | Hood Technology Corporation | Rotorcraft-assisted system for launching and retrieving a fixed-wing aircraft into and from free flight |
US11414187B2 (en) | 2017-09-06 | 2022-08-16 | Hood Technology Corporation | Parasail-assisted systems and methods for launching and retrieving a fixed-wing aircraft into and from free flight |
US11312492B1 (en) | 2017-11-09 | 2022-04-26 | Hood Technology Corporation | Rotorcraft-assisted systems and methods for launching and retrieving a fixed-wing aircraft into and from free flight |
JP6691089B2 (en) * | 2017-11-21 | 2020-04-28 | 株式会社Subaru | Navigation system and navigation method |
US10969228B2 (en) * | 2018-06-05 | 2021-04-06 | Novatel Inc. | Relative position navigation system for multiple moving vehicles |
EP3906429A1 (en) * | 2019-01-04 | 2021-11-10 | Magellan Systems Japan, Inc. | Reference station with high precision independent positioning function |
US11235892B2 (en) | 2019-05-22 | 2022-02-01 | Hood Technology Corporation | Aircraft retrieval system and method |
AU2020285595A1 (en) * | 2019-05-30 | 2021-07-22 | Magellan Systems Japan, Inc. | High precision independent positioning apparatus for reference station |
US11019459B1 (en) * | 2020-01-07 | 2021-05-25 | Here Global B.V. | Method, apparatus, and system for base station selection for differential positioning |
KR102248964B1 (en) * | 2020-11-30 | 2021-05-07 | 세종대학교산학협력단 | Global positioning system for compensating error of relative position between vehicle |
US20240239531A1 (en) * | 2022-08-09 | 2024-07-18 | Pete Bitar | Compact and Lightweight Drone Delivery Device called an ArcSpear Electric Jet Drone System Having an Electric Ducted Air Propulsion System and Being Relatively Difficult to Track in Flight |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6961018B2 (en) * | 2003-10-06 | 2005-11-01 | The Insitu Group, Inc. | Method and apparatus for satellite-based relative positioning of moving platforms |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6324473B1 (en) * | 1997-08-04 | 2001-11-27 | Trimble Navigation Limited | Method and apparatus for collecting, processing and distributing differential global positioning system information using the internet |
GB0003150D0 (en) * | 2000-02-12 | 2000-04-05 | Univ Newcastle | Navigation and routing system |
GB2364191A (en) * | 2000-05-30 | 2002-01-16 | Roke Manor Research | Covert reference station |
US7148843B2 (en) * | 2003-07-02 | 2006-12-12 | Thales North America, Inc. | Enhanced real time kinematics determination method and apparatus |
-
2004
- 2004-10-06 DE DE602004032557T patent/DE602004032557D1/en not_active Expired - Lifetime
- 2004-10-06 CA CA2541199A patent/CA2541199C/en not_active Expired - Lifetime
- 2004-10-06 US US10/960,637 patent/US6961018B2/en not_active Expired - Lifetime
- 2004-10-06 WO PCT/US2004/033218 patent/WO2005081013A1/en active Application Filing
- 2004-10-06 EP EP04821430A patent/EP1671151B1/en not_active Expired - Lifetime
- 2004-10-06 JP JP2006534373A patent/JP2007508550A/en active Pending
- 2004-10-06 AU AU2004316166A patent/AU2004316166B2/en not_active Expired
-
2005
- 2005-08-30 US US11/215,732 patent/US20070001900A1/en not_active Abandoned
-
2006
- 2006-03-27 IL IL174585A patent/IL174585A0/en active IP Right Grant
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6961018B2 (en) * | 2003-10-06 | 2005-11-01 | The Insitu Group, Inc. | Method and apparatus for satellite-based relative positioning of moving platforms |
Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8515670B2 (en) | 2008-01-10 | 2013-08-20 | Trimble Navigation Limited | System and method for refining a position estimate of a low earth orbiting satellite |
US9121932B2 (en) | 2008-01-10 | 2015-09-01 | Trimble Navigation Limited | Refining a position estimate of a low earth orbiting satellite |
US20090182502A1 (en) * | 2008-01-10 | 2009-07-16 | Riter Bruce D | Refining a position estimate of a low earth orbiting satellite |
US8260551B2 (en) * | 2008-01-10 | 2012-09-04 | Trimble Navigation Limited | System and method for refining a position estimate of a low earth orbiting satellite |
US20090251358A1 (en) * | 2008-04-08 | 2009-10-08 | Honeywell International Inc. | Radar altimeter with forward looking radar and data transfer capabilities |
US7777668B2 (en) | 2008-04-08 | 2010-08-17 | Honeywell International Inc. | Radar altimeter with forward looking radar and data transfer capabilities |
CN102076010A (en) * | 2009-11-19 | 2011-05-25 | 索尼公司 | Radio communication terminal, communication method, and radio communication system |
US8391246B2 (en) * | 2009-11-19 | 2013-03-05 | Sony Corporation | Radio communication terminal, communication method, and radio communication system |
US20110116395A1 (en) * | 2009-11-19 | 2011-05-19 | Sony Corporation | Radio communication terminal, communication method, and radio communication system |
US20160061958A1 (en) * | 2014-09-03 | 2016-03-03 | Glacial Ridge Technologies, LLC | Device for inputting rtk correction data to a gps |
US9945955B2 (en) * | 2014-09-03 | 2018-04-17 | Glacial Ridge Technologies, LLC | Device for inputting RTK correction data to a GPS |
US20170299730A1 (en) * | 2015-06-29 | 2017-10-19 | Deere & Company | Satellite navigation receiver and method for switching between real-time kinematic mode and precise positioning mode |
US10605926B2 (en) | 2015-06-29 | 2020-03-31 | Deere & Company | Satellite navigation receiver and method for switching between real-time kinematic mode and relative positioning mode |
US10627528B2 (en) | 2015-06-29 | 2020-04-21 | Deere & Company | Satellite navigation receiver and method for switching between real-time kinematic mode and precise positioning mode |
US10809391B2 (en) * | 2015-06-29 | 2020-10-20 | Deere & Company | Satellite navigation receiver and method for switching between real-time kinematic mode and precise positioning mode |
US11175414B2 (en) | 2015-06-29 | 2021-11-16 | Deere & Company | Satellite navigation receiver for relative positioning with bias estimation |
CN107656295A (en) * | 2017-07-31 | 2018-02-02 | 武汉大学 | A kind of GNSS high accuracy Baseline Survey methods based on original observed data |
Also Published As
Publication number | Publication date |
---|---|
WO2005081013A1 (en) | 2005-09-01 |
US20050110676A1 (en) | 2005-05-26 |
US6961018B2 (en) | 2005-11-01 |
DE602004032557D1 (en) | 2011-06-16 |
EP1671151A1 (en) | 2006-06-21 |
CA2541199A1 (en) | 2005-09-01 |
EP1671151B1 (en) | 2011-05-04 |
AU2004316166B2 (en) | 2008-10-30 |
JP2007508550A (en) | 2007-04-05 |
EP1671151A4 (en) | 2007-11-14 |
IL174585A0 (en) | 2006-08-20 |
AU2004316166A1 (en) | 2005-09-01 |
CA2541199C (en) | 2011-08-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6961018B2 (en) | Method and apparatus for satellite-based relative positioning of moving platforms | |
RU2752827C1 (en) | Method and system for differential correction of navigation | |
JP7468912B2 (en) | High-precision point positioning system for reference stations | |
US6317688B1 (en) | Method and apparatus for achieving sole means navigation from global navigation satelite systems | |
US5438337A (en) | Navigation system using re-transmitted GPS | |
CN103797727B (en) | Use crosslinking ranging and the advanced timing for satellite constellation in correct time source and Time Transmission | |
JP3548576B2 (en) | Differential GPS ground station system | |
US8174437B2 (en) | System and method for augmenting DGNSS with internally-generated differential correction | |
US5936573A (en) | Real-time kinematic integrity estimator and monitor | |
US5477458A (en) | Network for carrier phase differential GPS corrections | |
JP3390794B2 (en) | Vehicle tracking system using Global Positioning System (GPS) satellites | |
US6285315B1 (en) | Positioning systems | |
US10754039B2 (en) | Method and device for chronologically synchronizing a kinematic location network | |
EP1901088A1 (en) | Integrated mobile-terminal navigation | |
US5736960A (en) | Atomic clock augmented global positioning system receivers and global positioning system incorporating same | |
KR100725513B1 (en) | Improvements in or relating to object location | |
JP2000512018A (en) | Spoofing detection system for satellite positioning system | |
JPH11513112A (en) | Differential satellite positioning system ground station with consistency monitoring | |
WO2005040849A2 (en) | Method and apparatus for distributing information in an assisted-sps system | |
EP4016110A1 (en) | Position, navigation and timing system architecture based on signals of opportunity | |
CN110515109A (en) | A kind of method and device merging the autonomous PNT time based on multiple information sources | |
US6888498B2 (en) | Method and system for compensating satellite signals | |
KR20080028276A (en) | Self-positioning system of two-way pseudolite | |
KR20110018257A (en) | Apparatus for determinating position using pseudo satellite and system thereof | |
Rizos et al. | Status and trends for high precision GPS kinematic positioning |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |