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
  • G01S19/13—Receivers
  • G01S19/23—Testing, monitoring, correcting or calibrating of receiver elements
  • G01S19/235—Calibration of receiver components
• • H—ELECTRICITY
  • H04—ELECTRIC COMMUNICATION TECHNIQUE
  • H04W—WIRELESS COMMUNICATION NETWORKS
  • H04W56/00—Synchronisation arrangements
  • H04W56/001—Synchronization between nodes
  • H04W56/0015—Synchronization between nodes one node acting as a reference for the others

Definitions

• the present inventions relate generally to locating mobile receivers, and more particularly to time-synchronizing network base stations and satellite positioning system enabled mobile receivers, for example GPS enabled cellular handsets in cellular communications networks.
• Satellite positioning system enabled mobile receivers are known generally, and include for example navigational and two-way radio communication devices.
• Known satellite positioning systems include the Navigation System with Time and Range (NAVSTAR) Global Positioning System (GPS) in the United States of America, the Global Navigation Satellite System (GLONASS) in Russia, and the proposed European satellite navigation system (Galileo).
• NAVSTAR Navigation System with Time and Range
• GPS Global Positioning System
• GLONASS Global Navigation Satellite System
• Galileo European satellite navigation system
• E-911 enhanced emergency 911
• network-assisted satellite based positioning schemes will likely support some of the demand for mobile receiver location services, especially for cellular handsets in cellular communication networks.
• the positioning of mobile receivers may also be made autonomously, in other words without network assistance.
• FIG. 1 illustrates a cellular communication network supporting assisted satellite positioning system location of a satellite positioning system enabled mobile receiver.
• FIG. 2 is an exemplary cellular communication network synchronization signal timing diagram.
• FIG. 3 is an exemplary cellular communication network-assisted satellite positioning system.
• FIG. 4 is an exemplary time signal sampling diagram.
• the internal or local clocks of mobile receivers are generally not as accurate as those of satellite positioning systems.
• the local clocks of cellular communication network base stations, used in network-assisted satellite positioning systems, are also comparatively imprecise.
• Improved timing and synchronization in mobile receivers and in network base stations will provide improved positioning performance in both autonomous and network-assisted satellite positioning system based location schemes.
• FIG. 1 is a network-assisted satellite positioning system 100 including generally a reference receiver at a surveyed location having an unobstructed skyward view of satellites 120 in a constellation, and a server, or reference node, 130 coupled thereto.
• the reference receiver is a part of the server or vice versa, and the combination thereof constitutes the reference node.
• the server is at another location.
• the reference node is generally coupled to several network base stations directly or indirectly via other network nodes, only one of which, base station 140, is identified in FIG. 1.
• the reference receiver receives satellite signals, and the reference node generates assistance messages based on the received satellite signals in a format suitable for transmission over the network to one or more mobile receivers.
• the assistance messages are generally modulated on a cellular carrier signal 101, which is transmitted in a point-to-point mode to a particular cellular handset 104, or in a point-to-multipoint, or broadcast, mode to multiple mobile receivers.
• the assistance message includes, for example, reference location, reference time, GPS time, GPS time of Week (TOW), TOW assist, Doppler, code phase as well as its search windows, ephemeris and clock corrections, ionospheric delay elements, Universal Time Coordinate (UTC) offsets, Almanac, real-time integrity data, among other information.
• GPS time is generally stamped on the assistance message at the server, or more generally at the reference node.
• the assistance message may include differential correction information.
• the propagation delay generally has one or more fixed and variable components, TFIXED DELAY and TVARIABLE DELAY, which when summed constitute the total propagation delay, TPROPTOTAL- In FIG. 1, for example, the distance between the reference node and base station is fixed, and thus the propagation delay therebetween is generally known in advance or is at least reasonably predictable by virtue of the fixed distance therebtween.
• the propagation delay between the base station 140 and the mobile receiver 104 is generally variable since the location of the mobile receiver relative to the base station changes as the mobile receiver moves about.
• RTD round trip delay
• GSM Global Systems for Mobile
• TA timing advance
• RTD round trip time
• Other communication networks also determine a round trip delay (RTD), which generally provides an estimate of the distance between the mobile receiver and the base station.
• an estimated propagation delay between the base station and the mobile receiver is proportional to a product of the RTD and the BD as follows:
• the BD and bit duration resolution (BDR) for a particular network are generally specified in the corresponding cellular communication standards.
• BDR bit duration resolution
• the estimated propagation delay between a base station and a mobile receiver is:
• T VARIABLEDELAY [1/2]*[TA]* [3.692 ms], where TA is the timing advance and 3.692 is the bit duration (BD) in a GSM network.
• the timing advance is determined at the base station approximately every 480 ms.
• a handset traveling at a speed of 100 km per hour during the time interval between subsequent TA determinations may move as far as about 13 meters.
• a more accurate estimate of the propagation delay between the base station and the mobile receiver may be determined by using an estimated round trip delay (eRTD) determined as follows:
• eRTD RTD + (T'SCH/ T SC H - 1)*(TOFFSET),
• TSCH is the time interval between subsequent synchronization bursts, or pilot signals, SCHi 230 and SCHi+i 234 transmitted from the base station.
• T'SCH is the time interval between the reception of sequential synchronization signals, SCHi and
• T'SCH is generally different than TSCH, depending on whether the mobile receiver is moving toward or away from the base station.
• TOFFSET is the interval measured between the transmission of a synchronization signal, for example SCHi, and the transmission of an Assistance Message 232.
• TSCH and TOFFSET or analogous quantities are also known.
• An estimated variable propagation delay between the mobile receiver and the base station may be determined by substituting the estimated round trip delay (eRTD) of equation (3) for RTD in equation (1) as follows:
• the propagation delay determined according to equations (4) and (5) compensates for movement of the mobile receiver relative to the base station during the interval between periodic RTD determinations.
• Another approach to determining the propagation delay between the mobile station and the base station may be determined as follows:
• TvARABLEDELAY [1 /2]*[RTD]*[BD] + [TCORRECTION].
• the correction time component, TCORREC ⁇ ON is proportional to a product of the bit duration resolution (BDR) and an average of two or more T'SCH measurements at the mobile receiver as follows:
• TcoRRECHON [ [ ⁇ T'SCH ] / n ]*[BDR] . (7)
• the Tco RECTioN component provides a higher degree of resolution, dependent upon the resolution of the bit duration, BDR, which is specified in the cellular communication standards for the particular network. Equations (6) and (8) are better suited for determining the variable propagation delay when the mobile receiver is stationary, whereas equations (4) and (5) are better suited for determining the variable propagation delay when the mobile receiver is moving relative to the base station.
• the total propagation delay may be determined by summing the fixed propagation delay with the variable propagation delay as determined by one of the general equations (4) and (6) discussed above.
• the total propagation delay is used in the handset to compensate for the time required to propagate the assistance message to the mobile receiver, for example the total propagation delay time may be added to the GPS time stamped onto the assistance message.
• FIG. 3 illustrates a mobile receiver 310 in the exemplary form of a cellular handset comprising a communications network interface 314, for example a transmitter/receiver (T ⁇ /R ⁇ ), for communicating with a cellular communication network base station 330.
• a communications network interface 314 for example a transmitter/receiver (T ⁇ /R ⁇ ), for communicating with a cellular communication network base station 330.
• the mobile receiver 310 may be a handheld or mounted GPS navigation or tracking device, with or without a communication network interface.
• the mobile receiver 310 further comprises a satellite signal reception interface 312, for example a GPS measurement sensor, for receiving satellite signals 322 from satellites in an overhead constellation 320.
• the mobile receiver also includes a processor 316 having memory associated therewith coupled to the satellite signal reception interface, and a local clock 318.
• the exemplary cellular handset may be configured for autonomous or network-assisted positioning.
• the sensor 312 can be a fully functional GPS receiver. Alternatively, this fully functioned GPS receiver can be an independent device connected with the cellular phone, such as an accessory.
• FIG.4 illustrates the sampling of satellite time and local clock time at the mobile receiver. More particularly, the mobile receiver samples first and second satellite times TGPSI 410 and TGPS2420 and first and second local clock times TMSI 412
• the first satellite signal preferably has the same relationship to the first clock signal as the second satellite signal has to the second clock signal.
• the first satellite signal is sampled concurrently with the first local clock signal
• the second satellite signal is sampled concurrently with the second local clock signal. If there is a delay between the sampling of the first satellite and local clock signals, the same delay exists between the sampling of the second satellite and local clock signals.
• the drift of the local clock in the mobile receiver, or mobile station may be determined as follows:
• TDRIFT OBILE [TMSI - TMS2] / [TGPSI - TGPS2].
• the local clock drift is calculated in the handset by the processor 316, for example under control by a software program.
• the calculated local clock drift may thus be used to correct the local clock, for example by adding or subtracting the calculated drift to or from the local clock time, depending on whether the local slow or fast.
• the base station 330 may have associated therewith a GPS receiver, for example a GPS receiver 342 which is part of a location measurement unit (LMU) 340 used to provide measurements for location services.
• LMU location measurement unit
• the LMU may be part of the base station or alternatively may be connected to the base station either directly or via an air interface.
• the local clocks 332 in the base stations may be corrected.
• the processor in the LMU 340 can perform the sampling and drift calculation.
• the same technique can be applied to the base station that has a similar architecture as the mobile receiver 310.
• the local clocks in the mobile receiver and the base stations are preferably corrected periodically.
• the local clock drift may also be updated periodically as discussed above, although the drift rate is substantially constant over relatively short time intervals, and thus need not be updated as frequently as the local clock is corrected. Assuming the local clock oscillator has a drift rate of approximately 50 nanoseconds per second, a 1 ms clock precision may be maintained by correcting the local clock approximately every 5.5 hours.

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• 2001
  • 2001-02-20 US US09/788,753 patent/US6452541B1/en not_active Expired - Lifetime
• 2002
  • 2002-02-05 BR BR0204225-8A patent/BR0204225A/pt not_active Application Discontinuation
  • 2002-02-05 MX MXPA02010318A patent/MXPA02010318A/es active IP Right Grant
  • 2002-02-05 AU AU2002243917A patent/AU2002243917A1/en not_active Abandoned
  • 2002-02-05 JP JP2002566850A patent/JP2004519887A/ja active Pending
  • 2002-02-05 WO PCT/US2002/003871 patent/WO2002067439A2/en active Application Filing
  • 2002-02-05 CN CNB028003551A patent/CN1315276C/zh not_active Expired - Lifetime
  • 2002-02-05 EP EP02709434A patent/EP1364477A4/en not_active Withdrawn

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