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API RP 2RIM Integrity Management of Risers from Floating Production Systems, First Edition

standard by American Petroleum Institute, 09/01/2019

Full Description

This recommended practice (RP) provides guidance for the integrity management (IM) of risers connected to a permanent floating production system (FPS) used for the drilling, development, production, and storage of hydrocarbons in offshore areas.

For the purposes of this recommended practice, a riser has a top boundary that is somewhere at or above the point where it transfers load to the platform structure, and it has a lower boundary where it transfers load into a foundation, which could be a wellhead, pipeline, or subsea structure.

The scope of this RP includes: structural components of the riser; riser top hang-off assembly (i.e. stress joint, flexible joint, tensioner system/air can, bend stiffener); appurtenances attached to the riser that are critical to its integrity, including VIV suppression devices and buoyancy modules used to support the riser in any capacity; corrosion protection systems; insulation; other components in the load path or supporting the riser. The scope of this RP specifically does not include: structural support for the riser on the host platform (i.e. riser porch, pull tube, tensioner support structure); wellhead or subsea structure at the lower end of the riser; valves (other than the mechanical design if they are in the dynamic load path); risers connected to mobile offshore drilling units (MODUs) or fixed platforms. Specific recommendations are provided for the inspection, monitoring, evaluation of damage, fitness-for-service assessment, risk reduction, mitigation planning, and decommissioning of risers. This RP incorporates and expands on the integrity management recommendations found in API 2RD, API 17B, and API 17L2.

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Integrity Management of Risers from Floating Production Systems


API RECOMMENDED PRACTICE 2RIM FIRST EDITION, SEPTEMBER 2019





Special Notes


API publications necessarily address problems of a general nature. With respect to particular circumstances, local, state, and federal laws and regulations should be reviewed.


Neither API nor any of API’s employees, subcontractors, consultants, committees, or other assignees make any warranty or representation, either express or implied, with respect to the accuracy, completeness, or usefulness of the information contained herein, or assume any liability or responsibility for any use, or the results of such use, of any information or process disclosed in this publication. Neither API nor any of API’s employees, subcontractors, consultants, or other assignees represent that use of this publication would not infringe upon privately owned rights.


API publications may be used by anyone desiring to do so. Every effort has been made by the Institute to ensure the accuracy and reliability of the data contained in them; however, the Institute makes no representation, warranty, or guarantee in connection with this publication and hereby expressly disclaims any liability or responsibility for loss or damage resulting from its use or for the violation of any authorities having jurisdiction with which this publication may conflict.


API publications are published to facilitate the broad availability of proven, sound engineering and operating practices. These publications are not intended to obviate the need for applying sound engineering judgment regarding when and where these publications should be utilized. The formulation and publication of API publications is not intended in any way to inhibit anyone from using any other practices.


Users of this recommended practice should not rely exclusively on the information contained in this document. Sound business, scientific, engineering, and safety judgment should be used in employing the information contained herein.


All rights reserved. No part of this work may be reproduced, translated, stored in a retrieval system, or transmitted by any means, electronic, mechanical, photocopying, recording, or otherwise, without prior written permission from the publisher. Contact the Publisher, API Publishing Services, 200 Massachusetts Avenue, NW, Washington, DC 20001.


Copyright © 2019 American Petroleum Institute


Foreword


Nothing contained in any API publication is to be construed as granting any right, by implication or otherwise, for the manufacture, sale, or use of any method, apparatus, or product covered by letters patent. Neither should anything contained in the publication be construed as insuring anyone against liability for infringement of letters patent.


The verbal forms used to express the provisions in this document are as follows.


Shall: As used in a standard, “shall” denotes a minimum requirement in order to conform to the standard.


Should: As used in a standard, “should” denotes a recommendation or that which is advised but not required in order to conform to the standard.


May: As used in a standard, “may” denotes a course of action permissible within the limits of a standard. Can: As used in a standard, “can” denotes a statement of possibility or capability.

This document was produced under API standardization procedures that ensure appropriate notification and participation in the developmental process and is designated as an API standard. Questions concerning the interpretation of the content of this publication or comments and questions concerning the procedures under which this publication was developed should be directed in writing to the Director of Standards, American Petroleum Institute, 200 Massachusetts Avenue, NW, Washington, DC 20001. Requests for permission to reproduce or translate all or any part of the material published herein should also be addressed to the director.


Generally, API standards are reviewed and revised, reaffirmed, or withdrawn at least every five years. A one-time extension of up to two years may be added to this review cycle. Status of the publication can be ascertained from the API Standards Department, telephone (202) 682-8000. A catalog of API publications and materials is published annually by API, 200 Massachusetts Avenue, NW, Washington, DC 20001.


Suggested revisions are invited and should be submitted to the Standards Department, API, 200 Massachusetts Avenue, NW, Washington, DC 20001, standards@api.org.


iii


Contents


Page

  1. Scope 1

  2. Normative References 2

  3. Terms, Definitions, and Abbreviations 2

    1. Terms and Definitions 2

    2. Abbreviations 5

  4. Integrity Management Overview 6

    1. General 6

    2. Risk 8

    3. Interfaces 8

  5. Riser Integrity Management Process 9

    1. General 9

    2. Data 9

    3. Evaluation 11

    4. Assessment 14

    5. Strategy 15

    6. Program 16

  6. Inspection and Monitoring 16

    1. General 16

    2. Riser Inspection 17

    3. Riser Monitoring 20

  7. Riser Assessment Process 22

    1. General 22

    2. Assessment Initiators 23

    3. Assessment Data 23

    4. Assessment Process 29

  8. Assessment Methods 29

    1. General 29

    2. Sensitivities 29

    3. Functionality 30

    4. Burst 32

    5. Collapse 33

    6. Strength 34

    7. Fatigue 35

    8. Corrosion 38

    9. Wear 39

    10. Sealability 40

  9. Interfaces 41

    1. General 41

    2. TTR Interfaces 41

    3. SCR Interfaces 42

    4. Hybrid Riser Interfaces 43

  10. Risk Reduction 43

    1. General 43

    2. Exposure Reduction 43

      Page

    3. Likelihood Reduction 44

  11. Riser Decommissioning 45

    1. General 45

    2. Decommissioning Process 45

Annex A (informative) Assessment Method Examples 46

Annex B (informative) Commentary Additional Information and Guidance 56

Bibliography 61

Figures

Physical Interfaces between API IM Standards vii

  1. IM Process 7

  2. Risk Categorization Matrix Example 13

  3. Primary Geometric Parameters of Most Deformed Cross Section of a Dent 34

    1. Inspection Grid for Wall Thickness Measurements at LWL Area 49

    2. Longitudinal CTP 50


Tables

  1. Riser In-service Key Performance Indicators 21

  2. Riser Assessment Initiators and Triggers 24

A.1 Measured Wall Thicknesses in Local Thin Area (LTA) 49

B.1 Riser Monitoring Considerations 58


Introduction


This recommended practice (RP) is one of three additions to API’s portfolio of offshore floating structures standards that address integrity management (IM) of floating systems (API 2FSIM), mooring systems (API 2MIM), and riser systems (API 2RIM).


This RP is intended to be used by owners and engineers in the development, implementation, and delivery of a process to maintain system integrity of floating production systems (FPSs), including tension leg platforms (TLPs). The specifications, procedures, and guidance provided herein are based on internationally recognized industry standards and on global industry best practices.


API’s existing suite of RPs such as API 2FPS, API 2T, API 2SK, API 2RD, and API 2SIM address several aspects of life cycle integrity management expectations, and the three new standards add to that suite by capturing experiences from owners, operators, integrity management specialists, recognized classification societies (RCSs), and regulators, establishing a common framework for IM for FPSs. The figure below depicts the interfaces between the hull and mooring and risers for various types of FPSs and the IM standard that addresses the specific systems.


Tension Leg

Platform Spar FPSO


Risers

Mooring Hull Topsides


Physical Interfaces between API IM Standards



Implementation of effective integrity management for floating systems requires an understanding of the interfaces between the hull, mooring, and risers and how they translate to stewardship of IM activities in the field. The new standards have been developed with the objective of recognizing and identifying key interfaces, and they emphasize the criticality of a systems level approach.


By having a consistent systems level approach and by pursuing a risk-based framework to develop, evaluate, plan, and implement an integrity management program for a floating system, the user can tailor the IM program around the unique design drivers, in-service and operating conditions while conforming to the owner’s organizational safety, health and environment risk management policies and regulatory requirements.


Integrity Management of Risers from Floating Production Systems


1 Scope

This recommended practice (RP) provides guidance for the integrity management (IM) of risers connected to a permanent floating production system (FPS) used for the drilling, development, production, and storage of hydrocarbons in offshore areas.


A riser is typically part of a larger subsea system extending from a wellhead, tree, manifold, template, or other structure on the seabed, to a boarding valve or pig trap on the host platform’s topsides. This RP addresses the integrity management of the dynamic portion of the riser system.


For the purposes of this RP, a riser has a top boundary that is somewhere at or above the point where it transfers load to the platform structure, and it has a lower boundary where it transfers load into a foundation, which could be a wellhead, pipeline, or subsea structure.


For a top-tensioned riser (TTR), the top boundary would typically be the tensioner system hang-off point, and the bottom boundary would be the wellhead. For a steel catenary riser (SCR), the top boundary would typically be the stress joint or flexible joint. Some unusual configurations such as pull-tube SCRs merit special consideration. The top boundaries of a flexible or hybrid riser are typically a flanged connection to the riser end fitting at the top of an I-tube or J-tube, and a bend stiffener at the bottom of a I-tube or J-tube.


The IM of the structural support for a riser on the host platform is in the scope of API 2FSIM, although some hybrid configurations, such as pull tubes, can require overlapping riser and structural IM.


For risers structurally connected to the platform below the topsides, hull piping can be structurally clamped to the hull up to a boarding valve or pig launcher at the topsides. This is intended to be considered as part of the riser in terms of IM, although it also has structural elements addressed in API 2FSIM.


The scope of this RP includes:


  • structural components of the riser;


  • riser top hang-off assembly (i.e. stress joint, flexible joint, tensioner system/air can, bend stiffener);


  • appurtenances attached to the riser that are critical to its integrity, including VIV suppression devices and buoyancy modules used to support the riser in any capacity;


  • corrosion protection systems;


  • insulation;


  • other components in the load path or supporting the riser. The scope of this RP specifically does not include:

  • structural support for the riser on the host platform (i.e. riser porch, pull tube, tensioner support structure);


  • wellhead or subsea structure at the lower end of the riser;


  • valves (other than the mechanical design if they are in the dynamic load path);


  • risers connected to mobile offshore drilling units (MODUs) or fixed platforms.


NOTE However, the interface of the riser with these components is important to the IM of the riser system.

1