combining time domain analysis and cfd for subsea lifts

Upload: aslan-alp

Post on 14-Apr-2018

219 views

Category:

Documents


0 download

TRANSCRIPT

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    1/23

    seabed-to-surface

    Time domain analysis and CFD

    Torgils Skaar 3 Dec 2009

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    2/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 2

    TIME DOMAIN ANALYSIS AND CFD

    Main outline of presentation Why analyses?

    Offshore lifts compared to onshore lifts

    Acergys strategy

    Computational Fluid Dynamics: ANSYS CFX

    Time domain analyses: SIMO

    Some examples

    ANSYS CFX

    Ordinary lifting operations

    Special operations

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    3/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 3

    TIME DOMAIN ANALYSIS AND CFD

    Why analyses?

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    4/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 4

    TIME DOMAIN ANALYSIS AND CFD

    Why analyses?

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    5/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 5

    TIME DOMAIN ANALYSIS AND CFD

    Why analyses? Motion of floating vessel

    Environmental forces

    Change of stability condition of vessel during the lift

    Entering or exit water-air boundary

    Density of air: 1.3 kg/m3 Density of water: 1025.0 kg/m3

    Stability of the lifted object!

    Hydrodynamic forces on the lifted object

    Waves and current will excite the object

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    6/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 6

    TIME DOMAIN ANALYSIS AND CFD

    Why analyses? The dynamic effects in an offshore environment is of the

    same magnitude as the static weight and need to be

    understood

    DNVs guidelines for analyses:

    DNV-RP-H103 Modelling and Analyses of Marine

    Operations

    Basically two ways for analyses of the lift through thesplash zone:

    Simplified method

    Time domain analyses

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    7/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 7

    TIME DOMAIN ANALYSIS AND CFD

    Why analyses? Simplified analyses:

    Covers only the wave zone crossing

    Highly simplified model High level of conservatism

    Time domain analyses

    All phases in the operation may be analysed

    A complex model representing the whole system

    Less conservatism in the analyses

    Crucial input for both kind of analyses:

    Hydrodynamic properties for the lifted object

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    8/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 8

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    9/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 9

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution SIMO and ANSYS CFX in combination

    ANSYS CFX Hydrodynamic properties for the lifted object

    Input to SIMO analyses

    Input to simplified analyses

    SIMO: Time domain analyses

    Input needed

    Hydrodynamic coefficients (ANSYS CFX)

    Vessel motion characteristics (MOSES)Geometry

    Mass / volume distribution

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    10/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 10

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution CFD Hydrodynamic properties, traditional approach

    Simplified empirical results

    Scaled model tests

    DNV-RP-H103:

    CFD (Computational Fluid Dynamics) may be used toestablish hydrodynamic properties

    ANSYS CFX has been used in Acergy since 2007

    A few examples:

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    11/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 11

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution CFD

    I-beam vs rectangular beam

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    12/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 12

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution CFD

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    13/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 13

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution CFD

    Quadratic Damping [-]

    0.0

    2.0

    4.0

    6.0

    8.0

    10.0

    12.0

    14.0

    16.0

    18.0

    20.0

    0 2 4 6 8 10

    KC [-]

    Cdd

    [-]

    I-Beam

    Rect. Beam

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    14/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 14

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution CFD

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    15/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 15

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution - CFD

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    16/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 16

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution SIMO SIMO (Simulations of Marine Operations)

    Developed by MARINTEK

    Distributed by DNV Software

    All phases in an offshore lifting operation may be modelledand analysed

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    17/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 17

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution SIMO Lift-off from deck

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    18/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 18

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution SIMO Deployment of OLSFD using Acergy Eagle

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    19/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 19

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution SIMO Landing OLSFD spool on template

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    20/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 20

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution SIMO Deployment of Skandi Acergy ACV

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    21/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 21

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution SIMO Load transfer Skandi Acergy -

    > Mid Water Arch

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    22/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 22

    TIME DOMAIN ANALYSIS AND CFD

    ACERGY Solution- Conclusion SIMO + ANSYS CFX

    All phases in an offshore lift can be analysed

    Complicated operations in general can be analysed

    Design loads and effects more accurately estimated

    Increased understanding of the operations

    Increased weather window => reduced installation time

  • 7/27/2019 Combining time domain analysis and CFD for Subsea lifts

    23/23

    seabed-to-surfaceprivate and confidential03 December 2009slide 23

    TIME DOMAIN ANALYSIS AND CFD

    Questions?