Petroleum and natural gas industries — Specific requirements for offshore structures — Part 10: Marine geophysical investigations

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CSA Group
Standards Development Organisation:
Working Program:
Designation Number:
ISO 19901-10
Standard Type:
National Standard of Canada - Adoption of International Standard
Standard Development Activity:
New Standard
ICS code(s):
75.150.10
Status:
Proceeding to development
SDO Comment Period Start Date:
SDO Comment Period End Date:
Posted On:

Scope:

Scope

This document provides requirements and guidelines for marine geophysical investigations. It is applicable to operators/end users, contractors and public and regulatory authorities concerned with marine site investigations for offshore structures for petroleum and natural gas industries.

This document provides requirements, specifications, and guidance for:

a) objectives, planning, and quality management;

b) positioning;

c) seafloor mapping, including instrumentation and acquisition parameters, acquisition methods, and deliverables;

d) sub-seafloor mapping, including seismic instrumentation and acquisition parameters, and non-seismic-reflection methods;

e) reporting;

f) data integration, interpretation, and investigation of geohazards.

This document is applicable to investigation of the seafloor and the sub-seafloor, from shallow coastal waters to water depths of 3 000 m and more. It provides guidance for the integration of the results from marine soil investigations and marine geophysical investigations with other relevant datasets.

NOTE 1 The depth of interest for sub-seafloor mapping depends on the objectives of the investigation. For offshore construction, the depths of investigation are typically in the range 1 m below seafloor to 200 m below seafloor. Some methods for sub-seafloor mapping can also achieve much greater investigation depths, for example for assessing geohazards for hydrocarbon well drilling.

There is a fundamental difference between seafloor mapping and sub-seafloor mapping: seafloor signal resolution can be specified, while sub-seafloor signal resolution and penetration cannot. This document therefore contains 

requirements for the use of certain techniques for certain types of seafloor mapping and sub-seafloor mapping (similarly, requirements are given for certain aspects of data processing). If other techniques can be shown to obtain the same information, with the same or better resolution and accuracy, then those techniques may be used.

Mapping of pre-drilling well-site geohazards beneath

 

2NOTE 2 This implies depths of investigation that are typically 200 m below the first pressure-containment casing string or 1 000 m below the seafloor, whichever is greatest. Mapping of pre-drilling well-site geohazards is therefore the deepest type of investigation covered by this document.

In this document, positioning information relates only to the positioning of survey platforms, sources and receivers. The processes used to determine positions of seafloor and sub-seafloor data points are not covered in this document.

Guidance only is given in this document for the use of marine shear waves (A.8.3.3), marine surface waves (A.8.3.4), electrical resistivity imaging (A.8.3.5) and electromagnetic imaging (A.8.3.6).

Project need:

Project Need
To align Canadian requirements with those of international standards in Offshore Structures (adoption of new standard) This proposed New Standard is being developed at the request of Technical Committee on Offshore Structures (TCK157). It will provide the industry with requirements on Marine Geophysical Investigations. This is part of a suite of Standards (CAN/CSA ISO 19900 series) that are used in the design and operation of Offshore Structures in Canada. Offshore structures operate in an environment exposed to the hazards of storms and drifting icebergs. The safety and security of offshore workers requires a secure working environment. The ISO 19900 series offshore structures standards address the basic safety of fixed and floating offshore structures, requiring a high level of reliability which benefits the safety and well-being of workers on these structures. These requirements also reduce the likelihood of damage to the environment. Safe design and operation Standards also allows Canadian and International Engineers to prevent disasters to the Canadian public and environment.

Note: The information provided above was obtained by the Standards Council of Canada (SCC) and is provided as part of a centralized, transparent notification system for new standards development. The system allows SCC-accredited Standards Development Organizations (SDOs), and members of the public, to be informed of new work in Canadian standards development, and allows SCC-accredited SDOs to identify and resolve potential duplication of standards and effort.

Individual SDOs are responsible for the content and accuracy of the information presented here. The text is presented in the language in which it was provided to SCC.