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OCEN 201 Introduction to Ocean & Coastal Engineering Offshore Structures Jun Zhang [email protected]

Types of Offshore Installations

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Offshore structure types

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  • OCEN 201
    Introduction to Ocean & Coastal Engineering

    Offshore Structures

    Jun Zhang

    [email protected]

    *

  • Offshore Structures

    Drilling rigs: Exploration of oil and gas

    Stay in a place for a few months (Mobil or movable)

    - Jack-up drilling rig

    - MODU (Mobil Offshore Drilling Unit)

    Production platforms: Production of oil and gas

    Stay in a place for at least a few years (usually 20 -30 years)

    - Ground-base structure ( 800 m)

    *

  • Fig. 3-2

    Example of jack-up drilling rig

    Legs are retractable

    *

  • Fig. 3-3

    A semi-submersible

    Drilling Rig

    Mooring systemor Dynamic positioning

    *

  • DP -

    Dynamic Positioning

    *

  • Fig. 3-5

    Steel Jacket Platform in 20 200 m waters

    < 500 m

    Cannot be moved

    *

  • OFFSHORE PLATFORM

    *

  • Fig. 3-6

    Concrete Gravity Structure

    *

  • OFFSHORE STRUCTURES

    *

  • OFFSHORE PRODUCTION & DRILLING

    AUGER TLPOCEAN CLIPPER

    *

    18.bin
  • OFFSHORE PLATFORM

    SPARFIXED JACKETED

    *

    19.bin
  • DRILLING RIG & SPAR

    *

    20.bin
  • Fig. 3-10 pp56

    New version

    Fig. 12 pp61

    Articulated Tower

    *

  • Fig. 3-11 pp56

    New Version

    Fig.13 pp62

    Single Anchor Leg Mooring

    System

    *

  • *

  • Wave Forces on Offshore Structures

    Morrison EquationsDiffraction/Radiation Theory*

    (Potential theory, neglect water viscosity)

    CFD (Computational Fluid Dynamics)*

    (Navier-Stokes Equations, considering water viscosity)

    *

  • *

  • *

  • Morrison Equations & Modified ME

    *

  • Wave Forces on A Vertical Cylinder

    Velocity & acceleration are a function of z & t

    Force (function of t)

    *

  • Wave Forces on A Vertical Cylinder

    *

  • Wave Forces on a Horizontal Cylinder

    Velocity & acceleration are a function of t only

    *

  • Wave Forces on a Horizontal Cylinder

    *

  • Example of Problem 3-1 pp73 (old v. pp64)

    Computing the horizontal load on a vertical cylinder

    Drag coefficient of a cylinder pp 72 & 75 (old v. pp63 & 64)

    Added-Mass coefficient of a cylinder pp 72 (old v. pp64)

    *

  • Wind & Current Forces

    Steady & oscillatory portions

    Steady current forces

    *

  • Wind Forces

    *

  • Forces on Pipeline Due to Wave & Currents

    *

  • Free Body diagram of A Pipe under the impact of

    Wave & Currents

    *

    Keulegan-Carpenter Number (Non-dimension

    al)

    describing the relation between an oscil

    latory flow and

    a cylinder /

    Peak (amplitude of) vlocity of the flow

    Period

    Diameter

    m

    m

    KUTD

    U

    T

    D

    K

    =

    ----

    ----

    ----

    >

    25 Particle movement is much greater

    than

    525

    5 Particle movement is smaller than

    /0.2 Wavelength is much greater than

    /0.2 Wavelength is not much greater or

    smaller

    D

    K

    KD

    DLD

    DL