Reference Frames in Practice: The Role of Professional, Scientific,
          Standards and Commercial Organisations
          by Paul Cross, Matt Higgins and Roger Lott
          
           
          Key words: reference frame, co-ordinate system, datum,
          co-ordinate transformation, satellite positioning system.  
          
           
          
      Abstract
          It is well known that the current, and growing,
          trend towards use of satellite positioning systems and global
          satellite mapping systems to produce position-based products in a
          global reference frame can introduce serious practical difficulties if
          the results need to be related to older maps and/or digital data.
          Special problems arise, for instance, in the fields of navigation, map
          revision, cadastral surveying and geomatics operations to support
          hydrocarbon exploration and production. 
          The difficulty fundamentally arises because of the
          need to transform the data into the (usually local) co-ordinate
          systems used to describe the older data (or vice-versa). In principle
          co-ordinate transformations are a straightforward mathematical
          procedures but in practice they can cause serious problems because: 
          
            - not all of those who need to undertake this work have a
              sufficiently strong (or sufficiently up to date) education in
              basic geodesy, and/or
 
            - the distortions and inconsistencies of the local datum are not
              sufficiently well known, and/or
 
            - the numerical information needed (including transformation
              parameters) is not readily available, and/or
 
            - the language use to describe the various parameters and physical
              quantities is not uniform.
 
           
          This paper reviews the work of a number of
          international organisations in solving some or all of these problems.
          Special emphasis is placed on the following. 
          
            - Scientific bodies such as the International Association of
              Geodesy (IAG) and the International Astronomic Union (IAU) and
              some of their sub groups and special commissions (e.g. Commission
              X of IAG and the IERS).
 
            - The International Federation of Surveyors (FIG) and its many
              Commissions and Working Groups - including WG5.5 - Reference
              Frames in Practice in which all three authors participate.
 
            - Various International Standards organisations and their
              sub-committees (e.g. ISO TC211) and consortia of commercial
              companies concerned primarily with formats for data exchange.
 
           
          It is concluded that there is currently
          insufficient co-ordination between the work of the many groups with
          interests in this field - but, despite this, progress is slowly being
          made, especially in the collection and distribution of information,
          education of users and adoption of a common set of definitions. 
          
           
    
          Professor Paul Cross 
          Department of Geomatic Engineering 
          University College London 
          Gower Street 
          London, WC1E 6BT 
          UK 
          E-mail: paul.cross@ge.ucl.ac.uk 
          Dr Matt Higgins 
          Department of Natural Resources 
          Locked Bag 40 
          COORPAROO DC Qld 4151 
          Australia 
          E-mail: matt.higgins@uq.net.au 
          Roger Lott 
          BP Amoco Group 
          Chertsey Road 
          Sunbury-on-Thames 
          Middlesex 
          TW16 7LN 
          UK 
          E-mail: lottrj@eu1.bp.com
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