RTCM Message Type 59 FKP for transmission of FKP

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Geo++ White Paper Nr. 2002.01 RTCM Message Type 59 FKP for transmission of FKP Version 1.0 Gerhard Wübbena, Andreas Bagge Geo++ Gesellschaft für satellitengestützte geodätische und navigatorische Technologien mbh D 30827 Garbsen, Germany http://www.geopp.de 1. Introduction Garbsen, 17. April 2002 For GNSS applications the RTK performance can be increased by using area correction parameters (in German: Flächen Korrektur Parameter FKP) information from reference station networks. The FKPs provide information about the distance dependent error components. For example, the Ger man AdV organization, responsible for the operation of the SAPOS reference station networks, in troduced FKPs as its standard technique to provide network information to any RTK rover. For the use within SAPOS the AdV has defined and published linear FKPs and the corresponding algorithm. The parameters given in the RTCM message 59 FKP described in this document are conforming to that definition, which is also summarized in chapter 2.1. Chapter 2.2 of this document describes the format of these FKPs in a special RTCM type 59 mes sage. 2. Definitions 2.1 FKP For the representation of the position dependent errors a linear area polynomial is used. It refers to a surface which is defined to be parallel to the WGS 84 ellipsoid in the height of the reference sta tion. The coordinates (ϕ,λ) referring to this surface for phase observations of a mobile rover are then used to derive the distance dependent errors with with: N 0 E 0 δr 0 = 6.37 (N 0 (ϕ ϕ R ) + E 0 (λ λ R ) cos(ϕ R ) ) δr I = 6.37 H (N I (ϕ ϕ R ) + E I (λ λ R ) cos(ϕ R ) ) the FKP in north south (N 0 ) direction for the geometric (ionosphere free) signal in [ppm] the FKP in east west (E 0 ) direction for the geometric (ionosphere free) signal in [ppm] Geo++ White Paper Nr. 2002.01 Page 1 of 7 2002 Geo++ GmbH

N I E I the FKP in north south (N I ) direction for the ionospheric signal (influence on the "narrow lane") in [ppm] the FKP in east west (E I ) direction for the ionospheric signal (influence on the "nar row lane") in [ppm] ϕ R, λ R the geographic coordinates of the reference station in WGS84 datum in [rad] H H = 1 + 16 (0.53 E/π) 3 E the elevation angle of the satellite in [rad] δr 0 the distance dependent error for the geometric (ionosphere free) signal [m] δr I the distance dependent error for the ionospheric ("narrow lane") signal [m] The distance dependent errors for the L1 and L2 signals can be computed in [m] from with: δr 1 δr 2 distance dependent error for L1 distance dependent error for L2 δr 1 = δr 0 + (120/154) δr I, δr 2 = δr 0 + (154/120) δr I. From a pseudo range R of a mobile rover derived from a carrier phase measurement a preudo range R k corrected for position dependent errors can be computed with 2.2 RTCM R k = R δr. Since current RTCM version 2.3 does not support information from networked reference stations, the FKPs must be transmitted through the message type 59. The representation of the parameters in message type defined herein corresponds to the RTCM conventions. I.e. the bit sequence of the parameters is always "MSB first" and the representation of negative values is in the so called "2 s complement". 3. Message Structure Table 1 shows the structure of the message. The first two words of any RTCM messages are not described here. They can be taken from the RTCM documentation. Table 2 summarizes the content of the message. The following parameters are transmitted in the type 59 FKP message. Institution ID In order to achieve a unique differentiation of different, manufacturer dependent type 59 messages, a constant institution ID in form of the character string,adv is transmitted in the 3rd word. SUB ID In order to keep the possibility to define further messages with the same institution ID, a Sub ID is Geo++ White Paper Nr. 2002.01 Page 2 of 7 2002 Geo++ GmbH

transmitted. For the linear FKPs of GPS satellites the Sub ID 5 is used. Data set number The data set number identifies the FKP parameter set. This number (n) is consecutively incre mented for each new data set and transmitted as "n modulo 4" (n%4). SAT ID The satellites are not identified by their PRN number as generally usual in RTCM, but by a corre sponding bit in the SAT ID (satellite identification) word. The SAT ID is an integer value with a length of 4 bytes ("32 bit unsigned long"). For the satellite with the PRN number (p) the bit (p 1) is set, with bit 0 as the LSB, bit 31 as the MSB. This type of representation is possible for GPS, since GPS can handle no more than 32 PRNs. Op posite to the usual representation with 5 bits per satellite this method is more economical for 7 or more satellites. If FKP for more than 12 satellites have to be transmitted, further FKPs can be send in a second message with the same Z count and the same data set number. FKP data block per satellite After the satellite identification the FKP data blocks per satellite are following. The FKP data blocks are ordered with increasing PRN number, i.e. satellite with the lowest PRN first. FKP data blocks are transmitted only for those satellites, whose bits are set in the satellite identification. There are no gaps between the blocks for the individual satellites. IOD The parameter IOD corresponds to its definition in the type 1 message (IODE). The FKPs depend on the broadcast orbit used for the calculation. At the rover the FKP must be processed consis tently, i.e. using the same "broadcast data" that was used during the creation of the FKP. SL0, SLI Two different scales and ranges are provided. The scale bits SL0,SLI are used to identify scale and range. They allow a different handling of the non dispersive and the dispersive FKPs. SL0 is the scale parameter for the non dispersive part (L0), SLI for the dispersive part (LI). With the standard scale (scale bits set to 0) a resolution of 1 mm / 100 km is achieved. Under ex treme conditions (scale bits set to 1) the resolution is reduced to 4 mm / 100 km. Thus, the corre sponding maximum error is +/ 2 mm at a distance of 100 km from the reference station. For the very unlikely case of even higher values, the corresponding satellites have to be deleted from the FKP message. FKPs N0, NI, E0, EI The parameters N0, NI are the north south components of the FKPs for the non dispersive and for the dispersive part rsp., the parameters E0,EI are the corresponding FKPs for the east west compo nents. Geo++ White Paper Nr. 2002.01 Page 3 of 7 2002 Geo++ GmbH

Reserve All reserve bits must always be set to 0. 4. References RTCM Radio Technical Commission for Marine Services (2001). RTCM Recommended Standards for Differential GNSS (Global Navigation Satellite Systems) Service, Version. 2.3. http://www.rtcm.org AdV Arbeitsgemeinschaft der Länder der Vermessungsverwaltungen der Bundesrepublik Deutschland, see http://www.adv online.de SAPOS Satellitenpositionierungsdienst der deutschen Landesvermessung, see http://www.sapos.de Wübbena, G., A. Bagge, M. Schmitz (2001). Network Based Techniques for RTK Applications. Presented at the GPS Symposium, GPS JIN 2001, GPS Society, Japan Institute of Naviga tion, November 14. 16., 2001, Tokyo, Japan. http://www.geopp.de/download/gpsjin01_p.pdf Euler, H. J., C.R. Keenan, B.E. Zebhauser, G. Wübbena (2001). Study of a Simplified Approach Utilizing Information from Permanent Station Arrays. Draft submitted to RTCM Meeting, Salt Lake City, Utah. http://www.geopp.de/download/ion2001 rtcm_extended_p.pdf Wübbena, G., A. Bagge, M. Schmitz (2001). RTK Networks based on Geo++ GNSMART Con cepts, Implementation, Results. Presented at the International Technical Meeting, ION GPS 01, Salt Lake City, Utah. http://www.geopp.de/download/ion2001 gnsmart_p.pdf Wübbena. G., S. Willgalis (2001). State Space Approach for Precise Real Time Positioning in GPS Reference Networks. Presented at International Symposium on Kinematic Systems in Geod esy, Geomatics and Navigation, KIS 01, Banff, June 5 8, Canada. http://www.geopp.de/download/kis2001.pdf Wübbena, G. (2001). On the Modelling of GNSS Observations for High Precision Position Deter mination. Translation of Wübbena, G. (2001). Zur Modellierung von GNSS Beobachtungen für die hochgenaue Positionsbestimmung. Wissenschaftliche Arbeiten Fachrichtung Ver messungswesen an der Universität Hannover, Festschrift Prof. G. Seeber zum 60. Geburtstag, Nr. 239, Hannover, 143 155. http://www.geopp.de/download/seeb60_wuebbena_e.pdf Wübbena, G., A. Bagge, M. Schmitz (2000). GPS Referenznetze und internationale Standards. Vorträge des 3. SAPOS Symposium der Arbeitsgemeinschaft der Vermessungsverwaltungen der Länder der Bundesrepublik Deutschland (AdV), 23. 24.Mai 2000, München, Germany, 14 23. http://www.sapos.de/pdf/3symposium/sapos_v03.pdf Wübbena, G. (1999). GNSMART RTK Lösungen bei starker Sonnenaktivität. AdV, Vortrag zum 2. SAPOS Symposium, 10 11. Mai 1999, Berlin. http://www.geopp.de/download/sapos99.pdf Wübbena, G. (1998). GNSS SMART: Echtzeit GPS genauer als 1 Zentimerter. Vorträge des 1. SAPOS Symposium der Arbeitsgemeinschaft der Vermessungsverwaltungen der Länder der Bundesrepublik Deutschland (AdV), 11 12. Mai 1998, Hamburg, Germany, 161 172. (Eng lish version: http://www.geopp.de/download/sapos98en.pdf) Wübbena, G., A. Bagge (1997). Neuere Entwicklungen zu GNSS RTK für optimierte Genauigkeit, Zuverlässigkeit und Verfügbarkeit: Referenzstationsnetze und Multistations RTK Lösungen. Geo++ White Paper Nr. 2002.01 Page 4 of 7 2002 Geo++ GmbH

DVW Seminar GPS Praxis und Trends 97, 30.9. 1.10.1997, Frankfurt/M., DVW Schrif tenreihe 35/1999, Verlag Konrad Wittwer, 73 92. http://www.geopp.de/download/dvw97.pdf Wübbena, G., A. Bagge, G. Seeber, V. Böder, P. Hankemeier (1996). Reducing Distance Depend ent Errors for Real Time Precise DGPS Applications by Establishing Reference Station Net works. Proceedings of the International Technical Meeting, ION GPS 96, Kansas City, Mis souri, 1845 1852. http://www.geopp.de/download/kansas96.pdf An example data set of RTCM data with embedded type 59 FKP messages according to this defi nition and its decoded values can be found at http://www.geopp.de/download/fkp59adv.zip. Table 1. Message type 59 FKP FKP network parameters HEADER1 HEADER2 HEADER3 PARITY Word 3 SUB ID R DS SATELLITE ID PARITY Word 4 # (UPPER PART) MSB SATELLITE ID IOD PARITY Word 5 (LOWER PART) LSB RESERVE S S N0 NI PARITY Word 6, 13, 20, 27 L L (Part 1) 0 I MSB LSB MSB NI E0 EI PARITY Word 7, 14, 21, 28 (Part 2) LSBMSB LSBMSB LSB Table 1 continued on next page... Geo++ White Paper Nr. 2002.01 Page 5 of 7 2002 Geo++ GmbH

Table 1. Message type 59 FKP FKP network parameters (continued) IOD RESERVE S S N0 PARITY Word 8, 15, 22, 29 L L 0 I MSB LSB NI E0 EI PARITY Word 9, 16, 23, 30 (Part 1) MSB LSBMSB LSB MSB EI IOD RESERVE S S N0 PARITY Word 10, 17, 24, 31 (PART 2) L L (P. 1) LSB 0 I MSB N0 NI E0 PARITY Word 11, 18, 25, 32 (Part 2) (Part 1) LSB MSB LSB MSB E0 EI IOD PARITY Word 12, 19, 26, 33 (Part 2) LSB MSB LSB Geo++ White Paper Nr. 2002.01 Page 6 of 7 2002 Geo++ GmbH

Table 2. Contents of a type 59 FKP message SCALE FAC PARAMETER NO. OF BITS TOR AND UNITS institution ID 1 8 A 0x41 RANGE institution ID 2 8 d 0x64 institution ID 3 8 V 0x56 SUB ID 5 1 5 0x05 Reserve 1 0 DATA SET NR 2 1 0 3 derived from the counter n, which is incre mented for each new set of FKP parameters: DATA SET NR = (n%4) SAT ID 32 0 31 bits are set for each satellite with FKP, bit 0 represents the satellite with PRN 1, bit 1 the satellite PRN 2, and so on IOD 8 1 0 255 (according to message type 1) Reserve 4 1 0 SL0 1 0: SL0=0.01 ppm, 1: SL0 =0.04 ppm SLI 1 0: SLI=0.01 ppm, 1: SLI =0.04 ppm N0 10 SL0 (0.01 or NI 11 SLI (0.01 or E0 10 SL0 (0.01 or EI 11 SL0 (0.01 or +/ 5.11 or +/ 20.47 +/ 10.23 or +/ 40.95 +/ 5.11 or +/ 20.47 +/ 10.23 or +/ 40.95 Geo++ White Paper Nr. 2002.01 Page 7 of 7 2002 Geo++ GmbH