The SDS Skip. Subsea Deployment Systems Ltd.

Similar documents
Fully Submersible Heavy Lift Vessel

Fully Submersible Heavy Lift Vessel

Innovative and Robust Design. With Full Extension of Offshore Engineering and Design Experiences.

APPENDIX D Oil Loading Pipeline - Options

Development of Self-Installing Deepwater Spar. Ashit Jadav February 2017

GLS New Technology Rising to the Challenge of Subsea lifting. Subsea 2012 Paddy Collins

Field Development & Construction

Appendix 11-B Anchor Handling Systems, Set Up and Handling

Quicker and Safer Deployment of Deepwater MODU Moorings.

WIND TURBINE SHUTTLE HUISMAN PRODUCT BROCHURE

Deepwater Floating Production Systems An Overview

Faculty of Science and Technology MASTER S THESIS

Fishing Vessel Stability

Edit this text for your title

Re-usable Riser and Flowline System for Deep Water Application. C. DIEUMEGARD SUBSEA ASIA - 11 th June 2008

Risers for Deepwater FPSO s

The Benefits Of Composite Materials In Deepwater Riser Applications. 26 th March 2015 Hassan Saleh Senior Engineer 2H Offshore Engineering Ltd

This lesson will be confined to the special case of ships at rest in still water. Questions of motions resulting from waves are not considered at

Rule Change Notice For: RULES FOR CLASSIFICATION OF MOBILE OFFSHORE UNITS

Salvage of USS SQUALUS. Submarine Sunk

Chapter 2 Hydrostatics and Control

Definitions 13 FREE SURFACE EFFECT

The Physics of Water Ballast

SECOND ENGINEER REG III/2 NAVAL ARCHITECTURE

Development of a New Deep-Water Riser System. Daniel Karunakaran Subsea 7

A NEW DEEPWATER TANKER LOADING SYSTEM FOR WEST AFRICA

Marine Kit 4 Marine Kit 4 Sail Smooth, Sail Safe

SIMOPRO Riser Replacement Novel method for replacement of pliant wave risers whilst continuing production on platform

PRESTIGE OIL RECOVERY FROM THE SUNKEN PART OF THE WRECK Massimo Fontolan, Sonsub Ltd., Robin Galletti, SATE srl. Introduction

Exam Review Mass, Weight, Density, Buoyancy, States of Matter

MSC Guidelines for Review of Stability for Towing Vessels (M)

Offshore Stabilization Pontoon for a heavy lift vessel Concept design & workability

Cathodic Protection Retrofit Options Comparison of Current Distribution

Grade 8 Science: Unit 2-Fluids Chapter 9: Force, Pressure Area

OVERVIEW. Capabilities & Services

Reliable partners for over 100 years delivering solutions worldwide CAGE FARMING EQUIPMENT

CB-40 Data Buoy Quick Start Guide

Trine Risøy, Bergen,

Offshore Cargo Operations

MATING OF THE MOLIKPAQ DRILLING RIG

Abstract. 1 Introduction

Part 7 Fleet in service Chapter 2 Inclining test and light weight check

U S F O S B u o y a n c y And Hydrodynamic M a s s

In the liquid phase, molecules can flow freely from position to position by sliding over one another. A liquid takes the shape of its container.

Subsea Heave Compensators. Bob Wilde - InterMoor Jake Ormond- InterMoor. Deep Offshore Technology

Charlottetown Marine Terminal Pipeline Decommissioning Project Description

GOM Diving Safety Work Group

In the liquid phase, molecules can flow freely from position. another. A liquid takes the shape of its container. 19.

Science 8 Chapter 9 Section 1

CB-50 Data Buoy Quick Start Guide

Three Lines of Defence

FPSO Riser Solutions for Harsh environments

Rules for Classification and Construction Additional Rules and Guidelines

RESOLUTION MSC.235(82) (adopted on 1 December 2006) ADOPTION OF THE GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF OFFSHORE SUPPLY VESSELS, 2006

Wind Turbine Shuttle. Ferdinand van Heerd

BUOYANCY, FLOATATION AND STABILITY

Part 3 Pressure hull and structures Chapter 7 Stability and buoyancy

Chapter 9. Forces and Fluids

GUIDANCE NOTICE. Unpowered Barges. Definition. General. Risk assessment. Application. Safety Management. Compliance

OCEAN BREEZE. Ocean Breeze is a Deeper Water Wind turbine Foundation System for The Largest Wind Turbine Towers Sited in Waters up to 200m

Landing Craft - Choosing the Right Tool for the Job

NIS/NOR Circular. Category: Circular no.: 07/2007

U.S. COAST GUARD MARINE SAFETY CENTER PLAN REVIEW GUIDELINE

Load Transfer Operations

STRUCTURAL MEMBERS OF A SHIP. compartment stem frame beam bracket girder stern post hull angle bar stiffener

SOFTWARE. Sesam user course. 12 May 2016 HydroD Hydrostatics & Stability. Ungraded SAFER, SMARTER, GREENER DNV GL 2016

UNDERWATER VEHICLES, SYSTEMS AND HYPERBARIC FACILITIES 2002

Ship Stability. Ch. 8 Curves of Stability and Stability Criteria. Spring Myung-Il Roh

Estimate of the Salvage Situation

Unit 1 Lesson 5 Fluids and Pressure. Copyright Houghton Mifflin Harcourt Publishing Company

PSI France DESCRIPTION Mise à Jour : 02/09/02 SMAL202 Version : 0 Page 1 sur 9

Learn more at

SEA BREEZE Sea Breeze

A Single-Point Mooring System for Direct Pumpout of Hopper Dredges

Ocean Observatories Initiative (OOI) Moorings: New Capabilities for Seagoing Science

CERTIFICATES OF COMPETENCY IN THE MERCHANT NAVY MARINE ENGINEER OFFICER

BACKGROUND TO STUDY CASE

National Maritime Center

Ship Resistance and Propulsion Prof. Dr. P. Krishnankutty Ocean Department Indian Institute of Technology, Madras

Stability Information Booklet. Priority Pontoon

Operating Procedure TITON SUBSEA BOLT TENSIONER

Exploration Series. HOT AIR BALLOON Interactive Physics Simulation Page 01

Salvage of the USS GUITARRO (SSN 665)

Faculty of Science and Technology MASTER S THESIS

Fundamentals Of Petroleum Engineering PRODUCTION

A Novel Platform for Drilling in Harsh High-Latitude Environments.

APPENDIX G FEASIBILITY STUDY

Offshore Pipeline Installation SEABED INTERVENTION THE GAME-CHANGING EFFECT DISRUPTION TO HEAVY LIFTING HOW DO YOU MAKE THE SEABED?

CARTESIAN DIVER (1 Hour)

Technical Diving Equipment

Barging in on Trent. Mexico s deep dilemma Tiny Timor joins the fray Double first for Baobab

1. A tendency to roll or heel when turning (a known and typically constant disturbance) 2. Motion induced by surface waves of certain frequencies.

Geo-Vibro Corer

NAUTICAL TERMINOLOGY

Stevpris installation

γ water = 62.4 lb/ft 3 = 9800 N/m 3

Design of Offshore Structures Prof. S. Nallayarasu Department of Ocean Engineering Indian Institute of Technology, Madras

Fluid Mechanics. Liquids and gases have the ability to flow They are called fluids There are a variety of LAWS that fluids obey

. In an elevator accelerating upward (A) both the elevator accelerating upward (B) the first is equations are valid

DNVGL-OS-C301 Edition January 2017

Transcription:

The SDS Skip

SUBSEA SKIP An alternative to enhance the recovery of structures, spool pieces, mattresses etc. during decommissioning work Can be used to transport complex structures or spool pieces to field for installation by another vessel Reduces working and transit time for more costly vessel Operations have decreased weather dependency Safer than lifting to deck Schedule flexibility 2

SKIP The SKIP consists of UPPER SEALED TUBULARS designed to required water depth (typ. 150m). The amount of buoyancy is sufficient to render the SKIP slightly positively buoyant when without payload and the lower tubular fully flooded 3

SKIP The SKIP consists of LOWER FLOODABLE TUBULARS which have ballasting facilities. The displacement of the lower tubulars corresponds to the submerged carrying capacity of the SKIP. The empty SKIP will be fully ballasted during the submerged tow and all valves will remain open to the sea to avoid hydrostatic collapse 4

SKIP The CASTLES are positioned above the majority of the upper tubulars and protrude above the waterline in the deep draught condition allowing fine tuning of the trim 5

SKIP The SIDE AND DOUBLE BOTTOM TANKS will contain permanent water ballast and will be left open to sea at points above their upper boundary to ensure they do not contribute to free surface effects when submerging or surfacing the SKIP. They will have ballasting facilities 6

SKIP The HOLD is completely water tight and allows the SKIP to be brought to shallow draught. The depth of the SKIP hold ensures that payload is low and buoyancy high and ensuring a positive separation between the Centre of Buoyancy (CoB) and the Centre of Gravity (CoG) at all times 7

SKIP The CONTROL CHAINS are lowered into chain CONTROL TOWERS to control the SKIP during set-down and recovery. The weight of the chain supported by the SKIP at the base of the chain towers is used to control the height of the SKIP. The length (weight) of chain suspended within the chain towers provides lateral and rotational control of the SKIP 8

SKIP The TOW CHAIN CLUMP WEIGHT is inserted into the tow rigging to provide the necessary weight to submerge the SKIP from the deep draught tow condition to the submerged tow condition. It also acts as an anchor for the SKIP when parked above the seabed 9

HOW SDV WORKS 10

CONTROL CHAIN TOWERS & DYNAMICS Control Chain / Towers Vertical Control Lateral Control Rotational Control On bottom Weight Dynamics Natural Period > 120s Response Amplitude < 20% of Surface Vessel Soft Soft Landing 11

SKIP Skip hold can be de ballasted to bring it to shallow draught Skip can be used for both subsurface and surface transport Demonstrated skip Length Width Depth Weight Capacity (sub) 32m 16m 8m 300Te 300Te Depth rating* 150m * May be deeper if upper tubular pressurised 12

SKIP BASICS Upper tubulars are fully sealed and buoyant and designed for the maximum water depth Lower tubular compartments are designed with a ballasting facility Side and double bottom compartments are fully flooded and open to the sea Skip fitted with remotely operated system (power and control pods) to control the de ballasting function of the hold The hold is fitted with centrifugal pumps powered by the pressurised air in the lower tubular compartments 13

SKIP SEABED OPERATIONS The skip will be placed on the seabed by use of the control chains The control chains will be left in the towers to provide stability The skip will then be loaded with spool pieces, mats, structures etc. (Note: All lifts will be coarse weighed by the crane and evenly distributed within the skip) Smaller items, mattresses and gabions may be placed in steel wire cargo nets before being landed into the skip 14

MATTRESSES Mattresses are loaded into steel wire cargo nets (Quicker than using speed loaders) The nets are then course weighed and loaded into segregated areas within the skip The rigging is disconnected and hung off topside of Skip (no need to enter hold) (same rigging / cargo nets would be used for offloading onshore) 15

DE BALLASTING THE SKIP When skip fully loaded the surface vessel will connect air hoses Lower tubulars will be de ballasted (pressurised to water depth) If skip not fully loaded; only some compartments de ballasted or ballast weight is used (Note: The pressure in the lower tubulars will later be used to de ballast water in the main hold) 16

SKIP RECOVERY The following measures ensure safe recovery of the skip Coarse weighing of each load by the crane There is excess weight in the control chains to prevent early float off when deballasting There is excess weight in the tow chain clump weight As the control chain are recovered the loaded skip rises off the seabed Once off the seabed, the load, trim & pitch are assessed If required, the skip would be re trimmed before starting the submerged tow 17

SURFACING OF THE SKIP Surfacing of skip would normally be done inshore in calm waters; however, it may be done offshore if weather permits The hold would be partitioned to ensure negligible shifting of payload during the surface tow During the submerged tow the skip is unaffected by the surface weather minimising roll and pitch 18

SURFACING INTEGRAL SKIP Remotely operated (Valves will be operated remotely for de ballasting) Hold (water can be pumped out of the hold using pressurised air from lower tubular) Side and Double Bottom Tanks (high point open to the sea) Upper tubular (fully sealed, buoyancy equals submerged weight of skip) Lower tubular (c/w ballasting facilities) 19

Tow vessel will slow down to dead slow ahead Tow vessel recovers the chain clump weight to bring the skip to surface Tow vessel will break out the chain clump weight SURFACING OF THE SKIP 20

The skip will float with upper tubular members breaking the surface due to the excess buoyancy Water trapped inside hatch coaming above tubular is allowed to escape to match the outside water level SURFACING OF THE SKIP 21

When the skip has settled water pumps will be activated to expel the remaining water in the hold The water pumps will be driven by the energy stored in the lower tubular SURFACING OF THE SKIP 22

The skip will be completely emptied of water within the hold To ensure stability throughout, permanent water ballast will be kept in the side and double bottom tanks SURFACING OF THE SKIP 23

A positive separation between CoG and CoB when submerged Flooded side tanks ensure that hull free surface effects during ballasting operations do not cause instability during surface operations SKIP STABILITY 24

TOW FORCES 300Te SDV Skip: Tug BP 50Te @ 3.0knots Tug BP 120Te @ 5.0knots Tug BP 220Te @ 7.0knots (Note: If conditions are benign then surface tow will be faster) 25

SOME DEMOB LOCATIONS Lerwick 95nm Bergen 130nm Nigg 210nm Burntisland 270nm Haugesund 110nm Stavanger 135nm 26

SCHEDULE All preparation works done in advance (not schedule critical) No surface operations (less weather sensitive) Typical turnaround central North Sea 4 days 27

CAPEX CAPEX / OPEX 300Te (wet) capacity approx. 1.5 2.0m. OPEX AHT or Tug day rate vs. Construction Vessel time and weather downtime (can be significant when avoiding to recover to deck) 28

SAFETY AND ENVIRONMENT Low tech / fail safe Operations can be suspended at any time The overall operation is less sensitive weather Structures, spool pieces, mattresses etc. are not recovered to deck Reduces working and transit time for more costly vessel 29