Subsea Tethering via Mud Mat and Buried Anchor

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Solution Overview

Problem

Existing systems for tethering subsea structures face challenges in utilizing existing commercial anchors buried under the seafloor, as they interfere with other subsea infrastructures or flowlines, and are difficult to integrate with tensioning systems due to their buried nature.

Innovation Solution

A system comprising an anchor embedded in the seabed, a mud mat partially above the seafloor, and a flexible tension member that extends horizontally and vertically to impart preload, with a tensioning system mounted on either the mud mat or the subsea structure, allowing for efficient tethering of subsea structures using existing anchors.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If existing commercial anchors buried under the seafloor are used for tethering subsea structures, then the need for new anchor deployment is eliminated, but the anchors interfere with other subsea infrastructures or flowlines

Engineering Contradiction:
Improvetethering efficiencyVSAvoidinterference with subsea infrastructure
Core Design Contradiction:
ProductivityVSObject-affected harmful factors

Solution Approach 1:

The patent introduces a mud mat as an intermediary component between the buried anchor and the subsea structure. The mud mat serves as a transition element that allows the tensioning system to be mounted on the seafloor while connecting to the buried anchor, thereby enabling tethering without direct interference with subsea infrastructure. The mud mat acts as a mediator that resolves the conflict between utilizing buried anchors and avoiding interference with existing infrastructure.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Object-affected harmful factors

If mooring anchors are deployed at new locations to avoid interference, then interference with subsea infrastructure is minimized, but the complexity and difficulty of deployment increases

Engineering Contradiction:
Improveinterference with subsea infrastructureVSAvoidanchor deployment complexity
Core Design Contradiction:
Object-affected harmful factorsVSDevice complexity

Solution Approach 1:

The patent enables existing buried anchors to serve the dual purpose of both their original function and as tethering anchors for subsea structures. By mounting the tensioning system on the seafloor and connecting it to the buried anchor through the mud mat, the system allows existing infrastructure to serve new purposes without requiring additional deployment operations, thereby reducing deployment complexity while avoiding interference.

Inventive Principle:
Principle #25Self-service

3Reliability

If additional mooring anchors are deployed to provide sufficient tethering capacity, then the tethering requirement is met, but the difficulty of deployment and potential interference increases

Engineering Contradiction:
Improvetethering capacityVSAvoidanchor deployment ease
Core Design Contradiction:
ReliabilityVSEase of operation

Solution Approach 1:

The patent makes the buried anchor multi-functional by enabling it to serve both its original mooring function and the new function of tethering subsea structures. The tensioning system mounted on the seafloor connects to the buried anchor through the mud mat, allowing the same anchor to provide both historical mooring capacity and current tethering requirements, thereby meeting reliability needs without additional deployment operations.

Inventive Principle:
Principle #6Universality (Multi-functionality)

Data Source

PatentUS20220402577A1Systems and Methods for Tethering a Subsea Structure
Publication Date: 2022.12.22 TRENDSETTER VULCAN OFFSHORE INC
  • US20220402577A1 patent drawing
  • US20220402577A1 patent drawing
  • US20220402577A1 patent drawing

AI summary

A system for tethering a subsea structure includes an anchor embedded in the sea bed, a mud mat disposed partially above the seafloor, a link attached to the anchor and to the mud mat, and a flexible tension member. One end of the flexible tension member is coupled to a tensioning system configured to pay in and pay out the flexible tension member. The tensioning system is mounted on one of the subsea structure or on the mud mat. The other end of the flexible tension member is coupled to the other of the subsea structure or on the mud mat. The anchor may optionally be buried below the seafloor.