+ All Categories
Home > Documents > Pipeline Shore Appraoches-Berri and Qatif.pdf

Pipeline Shore Appraoches-Berri and Qatif.pdf

Date post: 02-Jun-2018
Category:
Upload: dndudc
View: 233 times
Download: 0 times
Share this document with a friend

of 4

Transcript
  • 8/11/2019 Pipeline Shore Appraoches-Berri and Qatif.pdf

    1/4

    TWO PIPELINE SHORE APPROACHES

    FOR BERRI AND QATIF OFFSHORE PIPELINES

    MAC Construction

    Client:

    Saudi Aramco

    ABU ALI ISLAND AND QATIFSAUDI ARABIA

    Concrete Repair Division

  • 8/11/2019 Pipeline Shore Appraoches-Berri and Qatif.pdf

    2/4

    down on the seabed where it remained until

    commencement of pull-in operations.

    After that, the following procedure was

    implemented:

    The borehole was created and its suitability for

    installation of the prepared product pipe section

    was determined, conrmed and accepted by the

    Main Contractor and the Client

    The product pipe section was pulled into the

    borehole from offshore towards the onshore en-

    try point by the HDD drilling rig

    Basic Concept

    To minimize the volume of preparatory

    works and marine operations, the product

    pipe strings were pulled into the HDD bore-

    holes from a HDD rig located onshore.

    The process of Horizontal Directional Drill-

    ing was executed in 3 main steps to gener-

    ate a borehole sufcient in size, alignment

    and stability for installation of the product

    pipe section in accordance with the avail-

    able information.

    In the case of the Qatif landfall, the product

    pipe string was manufactured offshore on

    the Main Contractors lay barge parallel to

    the HDD operations. It was then lowered

    In 2008/2009 MAC was en-

    trusted by Saudi Aramco and

    Global Industries with the con-struction of two pipeline shore

    approaches as part of the Berri

    and Qatif Offshore Pipelines

    Project in cooperation with

    NSCC-DRILLTEC JV, a specia-

    lized drilling contractor from the

    United Arab Emirates. The shore

    crossings were realized using

    the technology of Horizontal

    Directional Drilling (HDD) being

    the rst application of its kind in

    the Kingdom and a state-of-the-

    art challenge for Saudi Aramcos

    pipeline landfall installation.

    STEP 1 : Directional drilling of a pilot hole

    STEP 2 : Enlargement of the pilot hole to the

    required nal diameter (reaming)

    STEP 3 : Cleaning of the borehole prior to pipe

    installation

    The principle of Horizontal Directional Drilling

    Pilot hole

    Reaming

    Pulling Pipe

  • 8/11/2019 Pipeline Shore Appraoches-Berri and Qatif.pdf

    3/4

    Scope of workThe works contracted by Saudi Aramco/

    Global to MAC/NSCC-DRILLTEC included the

    installation of a 1,500 meter long section of a

    30 steel pipe being part of the Berri Flank-1

    Water Injection System and a 2,100 meter long

    section of a 16 crude oil pipeline at Qatif/

    Juaymah. In both cases the pipeline sections

    were installed in one piece using a 4,000 kN

    capacity drilling rig. Both lines were installed

    using different methods whereby the 16 linefor Qatif was pre-laid on the sea bed simul-

    taneously with the ongoing HDD works and

    was nally pulled into the borehole off the

    sea oor, while the 30 line at Berri/Abu Ali

    Island was pulled into the borehole in single-

    joint modus being under fabrication onboard

    a pipe lay barge.

    Despite some challenging geological obstruc-

    tions and severe conditions on the offshore

    side, the joint effort of MACs constructionmanagement team with NSCC-DRILLTECs

    team of international drilling experts ensured

    that all operations could be achieved within

    the scheduled period and with minimal im-

    pact on the marine environment thus making

    this pilot project an opening for further de-

    ployment of this advanced technology in the

    Kingdom.

    The pull-in process was completed once

    the HDD pull head reached the rig site and

    the front end of the product pipe section

    was clear of the boreholes onshore.

    As an alternative to the conventional open

    trench method, the HDD technology involves

    the creation of a borehole running from the

    onshore entry point at a depth of approxi-

    mately 15-20 meter below the sea bed towards

    a pre-dened exit point offshore in which the

    pipeline section is being installed by pulling

    it into the formation after a borehole of suf-

    cient size and condition has been created.

    The advantage of this method is not only lim-

    ited to the improved mechanical protection

    of the pipeline against exposure/wash-outwithin the shore zone and shallow water area

    but it also represents a signicant reduction

    of the environmental impact which nowadays

    is more and more into focus, especially where

    sensitive marine life is concerned.

  • 8/11/2019 Pipeline Shore Appraoches-Berri and Qatif.pdf

    4/4

    Modern Arab ConstructionConcrete Repair DivisionP.O.Box 855 AlKhobar 31952 Saudi ArabiaTel : +966-3- 882 2233Fax : +966-3- 882 5804e-mail : [email protected] : www.macconstruct.com

    MAC ConstructionConcrete Repair Division

    NSCC-DRILLTEC JVP.O.Box 856Abu Dhabi U.A.E.Tel : +971-2-645 2015Fax: +971-2-644 8196e-mail : [email protected] : www.drilltec.de www.nsccme.com

    HDD Exit Point

    Sediment

    Sea LevelSea Level

    Coastal Dunes

    730mmdiameterPipeline

    Casing

    Emergent WaveCut Platform

    LIMESTONE

    HDDENTRY POINT

    Coastal Plain70

    60

    50

    40

    30

    20

    10

    0

    -10

    -20

    -30

    -40

    -50

    -60

    -70

    1200mmdiam

    eterCo

    nductorCasing

    20

    10

    0

    -10

    -20

    -30

    -40

    -50

    -60

    -70

    Horizontal Distance From Entry Point (metres)HDD Along Hole Length 807.36

    0 100 200 300 400 500 600 700 800 900 1000

    tt


Recommended