|  | FIG PUBLICATION NO. 62 Ellipsoidally Referenced Surveying for HydrographyFIG Commission 4Jerry MillsDavid Dodd
 
 
 
 The hydrographic surveying community is using high-accuracy Global 
	Navigation Satellite System (GNSS) positioning techniques for vertical 
	positioning of survey platforms, the sea surface and the sea floor. This 
	method of hydrographic surveying is known as Ellipsoidally Referenced 
	Surveying (ERS). ERS provides a direct measurement of the sea floor to the 
	ellipsoid, as established by GNSS observations, and a translation of the 
	reference from the ellipsoid to the geoid and/or a chart datum. In order to 
	meet required vertical positioning standards, it is of paramount importance 
	that the entire ERS process be thoroughly understood and that the 
	appropriate procedures are in place during data acquisition, validation, 
	cleaning and processing phases. Many of the groups using ERS techniques have developed their internal 
Standard Operating Procedures (SOP) through in-house experience and 
trial-and-error testing. It is this wealth of group information that is being 
drawn upon to help develop a set of “best practices” for the hydrographic 
industry. The development of ERS best practices is being conducted by 
International Federation of Surveyors (FIG) working group 4.1 under Commission 4 
and will be shared with the IHO for possible inclusion in International 
Hydrographic Organization (IHO) publication C13, Manual on Hydrography. I would 
like to thank our working group chair, Mr. Jerry Mills, for leading this work 
and the working group technical lead, Dr. David Dodd, who was solely responsible 
for communicating with the various contributing organizations, collating their 
comments and developing the majority of the manuscript. This is a significant 
contribution of these geomatics professionals to the wider objectives of the 
international hydrography community, and as well to those of the FIG. Dr. Michael Sutherland,Chair, FIG Commission 4
 
 PrefaceThis document has been developed from contributions from many hydrographic 
organizations around the world and aims to provide a background that can be 
utilized by hydrographers to establish best practices for ERS. It looks at the 
relative importance of all of the vertical components associated with ERS, 
including; GNSS-based positioning of the antenna, translation of antenna 
position to the survey platform reference point per rigid body motion, and the 
application of heave and dynamic draft. Also discussed is the development of 
vertical-datum separation models used to translate the ERS information to other 
datums, such as a geoid and a chart datum. Ten case studies are included to 
provide examples of how different groups are using ERS. The final chapter of the 
document provides a summary of the recommended best practices that the 
hydrographic surveying community use for success in ERS work.  The Working Group is deeply indebted to the following organizations which 
assisted in compiling this document and their assistance is gratefully 
acknowledged: 
	The Canadian Hydrographic Service (Service Hydrographic du Canada)The Swedish Maritime AdministrationThe US National Oceanic and Atmospheric Administration (NOAA)The US Naval Oceanographic OfficeThe Royal Australian NavyState Port Operators- Maritime Safety Queensland – AustraliaThe United Kingdom Hydrographic OfficeThe Netherlands Hydrographic OfficeService Hydrographique et Oceanographique de la Marine (French 
	Hydrographic Office)Centro de Hidrografia da Marinha (Brazilian Navy)Instituto Hidrografico – PortugalDanish Maritime Safety AdministrationFinish Maritime AdministrationDavid Evans and AssociatesFugro GeoservicesFugro-Pelagos. Special thanks are given to CARIS, the University of New Brunswick (Ocean 
Mapping Group) and the University of Southern Mississippi (Hydrographic Science 
Research Center) in recognition of their financial support. The following individuals are acknowledged for their responses to working group 
inquiries and questionnaires which became the basis for the material in this 
document:
 Stage 1 (Original contributors, 2009) 
	Allen, C., G. Rice, and J. Mills. Personal Communication. US National 
	Oceanic and Atmospheric Administration (NOAA) Arroyo-Suarez , E. Personal communication. US Naval Oceanographic Office
	Bartlett, J. Personal communication. Canadian Hydrographic Service (CHS) 
	Central Battilana, D. Personal communication. Royal Australian NavyChurch, I. Personal communication. The University of New Brunswick (UNB)Godin, A., D. Langelier, A. Biron, C. Comtois, F. Lavoie, and D. 
	Lefaivre. Personal communication. Service Hydrographic du Canada, QuebecGourley, M., A. Hoggarth and C. Collins. Personal Communications. CARISHare, R. Personal Communication. Canadian Hydrographic Service, PacificMoyles, D. Personal communication. Fugro-PelagosOlsson, U. Personal communication. Swedish Maritime AdministrationParsons, S., G. Costello, C. O’Reilly and P. MacAulay. Personal 
	communication. CanadianHydrographic Service, Atlantic
 Stage 2 (Questionnaire respondents, 2010) 
	Bartlett, J. Canadian Hydrographic Service, CentralDorst, L. Netherlands Hydrographic OfficeElenbaas, B. US Naval Oceanographic Office, Joint Airborne Lidar 
	Bathymetry TechnicalCenter of Excellence
Hocker, B. David Evans and AssociatesJayaswal, Z. Australian Hydrographic Office, Royal Australian NavyManteigas, L.P. Instituto Hidrografico – PortugalMoyles, D. Fugro-PelagosParker, D. United Kingdom Hydrographic OfficePastor, C. Fugro GeosservicesPineau-Guillou, L. Service Hydrographique et Oceanographique de la 
	Marine (FrenchHydrographic Office)
RAMOS, A.M. Geodesy Division, Centro de Hidrografia da Marinha, 
	Brazilian NavyRiley, J. US National Oceanic and Atmospheric AdministrationScarfe, B. University of Waikato, New ZealandSolvsten, M. Danish Maritime Safety AdministrationVaronen, J. Finnish Maritime Administration
 Jerry Mills, Chair, FIG Working Group 4.1 Dr. David Dodd, Technical Lead, FIG Working Group 4.1
 Read the full FIG Publication 62 in pdf 
 Copyright © The World Bank and the International Federation 
of Surveyors (FIG) 2014., May 2014All rights reserved
 International Federation of Surveyors (FIG)Kalvebod Brygge 31–33
 DK-1780 Copenhagen V
 DENMARK
 Tel. + 45 38 86 10 81
 E-mail: FIG@FIG.net
 www.fig.net
 Published in EnglishCopenhagen, Denmark
 ISSN 1018-6530 (printed)
 ISSN 2311-8423 (pdf)
 ISBN 978-87-92853-09-7 (printed)
 ISBN 978-87-92853-16-5 (pdf)
 Published byInternational Federation of Surveyors (FIG)
 Cover images: David Dodd
 Design: International Federation of Surveyors, FIG and Lagarto
 
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