1 Introduction

1.1   Scope

As the impact of a tie-in operation on the overall installation cost of a project grows with the water depth, a better understanding of available connection techniques, a judicious choice and an early integration of the tie-in method in the engineering studies are keys to successfully control the whole cost of a deepwater installation project.

Performing tie-in in deepwater involves using ‘diver-less’ and ‘guideline-less’ methods, with adapted subsea connectors, remotely operated tools and Remotely Operated Vehicles (ROV).

This document reviews the currently available tie-in methods for deepwater applications. It deals firstly with the interface requirements for a tie-in operation; knowing that tie-in methods and connector hardware are closely related.

The main connector systems are then described, prior to reviewing deepwater tie-in methods and their installation performance.

The interface requirements between the different subsea structures and installation means are described in Chapter 2, Interface requirement. Such interface engineering must address:

  • Subsea Production System design

  • Flowline End Termination (FLET)

  • Umbilical end termination

  • Operational conditions

  • Subsea field development plan and sequences

  • Installation vessels

  • Connection tools

  • and finally the ROV capabilities

In Chapter 3, Connector Technology and Manufacturers Review, the existing connector technologies are reviewed and the main manufacturers are listed in Appendix 01.

With the connector, special tie-in tools are required either ROV mounted tools or dedicated tools which are remotely operated from the surface tie-in vessel. These tie-in tool technologies are further investigated and presented in Chapter 4, Tie-in Tool Technology Review.

The key topics of tie-in methods are thereafter detailed in Chapter 5, Tie-in Methods in terms of operational procedures with its application limits and based on the selection of following deepwater applicable techniques:

  • Rigid steel jumpers

  • Flexible jumpers

  • Lay-down and pull-in

  • Direct pull-in

  • Deflect-to-connect

  • Vertical stab, hinge-over and lay-away

  • Surface tie-in, lay-away and lay-to

  • Vertical connection and triple flow-lines lay-away

  • Hybrid steel pipe and ‘flextail’

  • Vertical hard landing

  • Horizontal direct stabbing and stroking

In Chapter 6, Advantages & Disadvantages, the main advantages and disadvantages for each above tie-in methods are presented in a tabular form.

The Chapter 7, Hot-Tap Tie-in describes the hot-tap tie-in method, which, unlike the above deepwater connection methods, allows for a new pipeline to be tied-in into an existing flowline while keeping it in production.

The subsea metrology (Chapter 8, Subsea Metrology) is also an important topic, especially in the case of the rigid steel jumper fabrication and fitting.

Finally, in Section 8.7, “Hybrid technologies”, times estimated for deepwater tie-in operation are discussed.

[Tip]

Tip

Click these links below for access to 3D resources:

1.2   Codes, Standards, Specifications and Reference Documents

1.2.1   Codes & Standards

[1]
API_RP-1111
 
[2]
API_RP-17-A
 
[3]
API_RP-17-G
 
[4]
API_RP-17-N
 
[5]
API_RP-17-P
 
[6]
API_RP-17-Q
 
[7]
API_RP-17-R
 
[8]
API_RP-17-U
 
[9]
API_SPEC-17-D
 
[10]
API_SPEC-5L
 
[11]
API_SPEC-6A
 
[12]
API_TR-17-TR-13
 
[13]
API_TR-17-TR-7
 
[14]
API_TR-6-AF
 
[15]
ASME_B16-5
 
[16]
ASME_B18-2-1
 
[17]
ASME_B31-3
 
[18]
ASME_B31-4
 
[19]
ASME_B31-8
 
[20]
ASME_B31-G
 
[21]
ASME_IX
 
[22]
ASME_V
 
[23]
ASME_VIII
 
[24]
AWS_D1.1-D1.1M
 
[25]
DIN_EN-10204
 
[26]
DNVGL-OS-C101
 
[27]
DNVGL-OS-C401
 
[28]
DNVGL-RP-0002
 
[29]
DNVGL-RP-0034
 
[30]
DNVGL-RP-A203
 
[31]
DNVGL-RP-B401
 
[32]
DNVGL-RP-F112
 
[33]
DNVGL-RP-F302
 
[34]
DNVGL-RP-O501
 
[35]
DNVGL-SE-0045
 
[36]
DNVGL-SE-0478
 
[37]
DNVGL-ST-E271
 
[38]
DNVGL-ST-F101
 
[39]
DNVGL-ST-F301
 
[40]
EN_10204
 
[41]
EN_1092-1
 
[42]
EN_13509
 
[43]
IMCA_S_013
 
[44]
IMCA_S_019
 
[45]
IMCA_S_020
 
[46]
IMCA_S_022
 
[47]
IMCA_S_023
 
[48]
IMCA_S_025
 
[49]
ISO_10423
 
[50]
ISO_12736
 
[51]
ISO_13628-1
 
[52]
ISO_13628-15
 
[53]
ISO_13628-2
 
[54]
ISO_13628-4
 
[55]
ISO_13628-7
 
[56]
ISO_14723
 
[57]
ISO_19900
 
[58]
ISO_898
 
[59]
ISO_9001
 
[60]
NORSOK_L-005
 
[61]
NORSOK_M-001
 
[62]
NORSOK_M-101
 
[63]
NORSOK_M-120
 
[64]
NORSOK_M-501
 
[65]
NORSOK_M-503
 
[66]
NORSOK_M-601
 
[67]
NORSOK_M-630
 
[68]
NORSOK_M-650
 
[69]
NORSOK_N-001
 
[70]
NORSOK_N-004
 
[71]
NORSOK_U-001
 
[72]
NORSOK_U-009
 
[73]
NORSOK_U-102
 
[74]
NORSOK_Z-001
 
[75]
NORSOK_Z-007
 
[76]
NORSOK_Z-008
 
[77]
OSPAR_Convention
 
[78]
SAE_AS4059C
 
[79]
SAE_J343
 
[80]
SAE_J517
 
[81]
SI_1019
 
[82]
SI_289
 
[83]
SI_913
 

1.2.3   Deepwater Reference Books

1.3   References

This study is based on the following sources

  • Vendors / Manufacturer published technical data and documentation.

  • Industry published papers and documentation, e.g. OTC papers

  • In house technical data and past experience on subsea tie-in projects.

Reference is made to the documents "Pipeline Systems" Ref. [101], “Subsea Production Systems” Ref. [102] and "Umbilical" Ref. [103] part of the Offshore Reference Book documentation.

1.4   Acknowledgements

We wish to thank the manufacturers and subsea contractors for the provision with courtesy of technical information and photographs of their products.

1.5   Definitions & Abbreviations

1.5.1   Definitions

Connector: Connection hardware (hubs, seals, clamp, locking mechanism, etc.)

Deepwater: deeper than 1000 msw

Tie-in: Methodology, procedure for the subsea connection activity

WxBxH: Width x Beam x Height

Definitions below have been extracted from API RP 17R - Recommended Practice for Flowline Connectors and Jumpers.

Connector system: The actuated mechanical connector and related accessories required for its function.

[Note]

Note

This includes components such as the inboard hub with structure, outboard hub with connector, alignment guides, soft landing hydraulic cylinders, flowline connection structures at the flowline sleds, and/or tie-in manifolds, line pipe, metal-to-metal seal ring, secondary seal, and fluid coupling for actuation and connector function and seal pressure test.

[Note]

Note

The hydraulic actuators for connector make-up and/or soft landing may remain with the system, or may be recovered with a separate connector actuation tool.

Inboard hub: The hub attached to the subsea structure pipe.

Integral connector: A connector that contains a non-removable actuation mechanism utilized to lock and unlock the connector from the inboard hub.

Lock: The act or state of the connector being fully engaged on the inboard hub and having the full preload applied.

Multibore connector: Any connector that has more than a single bore for the transfer of fluids.

[Note]

Note

Bores may be concentric, symmetric, or non-symmetric; contained fluids may include produced and/or injected liquids or gases, hydraulic control fluids, corrosion inhibitors, and others.

Non-integral connector: A connector that utilizes an external actuation mechanism to lock and unlock the connector from the mating hub.

Outboard hub: The hub attached to the flowline jumper pipe.

Preload: The clamping force generated at the connection that is necessary to resist or counteract the separating forces caused by the internal pressure and/or externally applied forces and moments.

Definitions below have been extracted from API SPEC 17D - DESIGN AND OPERATION OF SUBSEA PRODUCTION SYSTEMS, PART 4: SUBSEA WELLHEAD AND TREE EQUIPMENT

Swivel flange: flange assembly consisting of a central hub and a separate flange rim that is free to rotate about the hub.

Rated working pressure: maximum internal pressure that equipment is designed to contain and/or control

[Note]

Note

Rated working pressure should not be confused with test pressure.

Flowline connector support frame: structural frame which receives and supports the flowline connector and transfers flowline loads back into the wellhead or seabed anchored structure.

1.5.2   Abbreviations

A&R

Abandonment & Recovery

API

American Petroleum Institute

BHGE

Baker Hugues, a GE Company

BOP

Blow Out Preventer

DFCS

Deflect and Connect System

DP

Dynamic Positioning

DP

Dual Port

EHF

Extremely High Frequency

FLET

Flowline End Termination

GI

Gas Injection

GOM

Gulf of Mexico

HCS

Horizontal Connection System

HCS-R

Horizontal Connection System Rigid

HCTU

Hot Tap Cutting Unit

ID

Internal Diameter

ID

IDentification

ILT

In-Line Tee

IMCA

International Marine Contractor Association

INS

Inertial Navigation System

ISU

Integrated Subsea Umbilical

LBL

Long Base Line

LRP

Lower Riser Package

MLF

MATIS Launch Frame

MPP

Multi-Phase Pump

MPSV

Multi-Purpose Support Vessel

MQC

Multi-Quick Connector

MSS

Manifold Support Structure

MtM

Metal to Metal

NCS

Norvegian Continental Shelf

OD

Outside Diameter

PGB

Permanent Guide Base

PICT

Pull In & Connection Tool

PIM

Pull In & Connection Module

PLEM

Pipeline End Manifold

PLT

Pull In and Lockdown Tool

PVXT

Production Vertical Xmas Tree

RIS

ROV Interface Skid

ROT

Remotely Operated Tool

ROV

Remotely Operated Vehicle

RTS

ROV-Operated Tie-in System

SIM

Stroke-In Module

SLED

SeaLine End Termination

SPS

Subsea Production System (i.e. subsea structures such as X-mas trees, manifolds, etc.)

STM

Seal Tooling Module

TCP

Thermoplastic Composite Pipe

TLP

Tension Leg Platform

UCON-H

Universal Connection system - Horizontal

UCON-V

Universal Connection system - Vertical

UCT

Universal Cleaning Tool

UKCS

United Kingdom Continental Shelf

UTIS

Universal Tie-In System

VCS

Vertical Connection System

WI

Water Injection

XT

Xmas Tree

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