Fluid transients and FSIsuwss-dev.ust.hk/events/Tijsseling_A.pdfFluid transients and FSI Arris...

18
Fluid transients and FSI Arris Tijsseling TU Eindhoven The Netherlands

Transcript of Fluid transients and FSIsuwss-dev.ust.hk/events/Tijsseling_A.pdfFluid transients and FSI Arris...

  • Fluid transients and FSI

    Arris Tijsseling

    TU Eindhoven

    The Netherlands

  • water hammer:

    c ≈ 1000 m/s

    V

    Δ = ΔP c V

    P {

    }+P

    large force on valve: 2 Δ2

    P πR

    Manuel, 1968Wijdieks, 1983

    2P ≈ 20 barV ≈ 1 m/s

    Joukowsky

  • pipe bridge

    Almeida & Koelle, 1992

  • waterhammer forces on pipe bridge (FSI)

    waterhammerinitiated 5 km downstream

    FSITijsseling & Lavooij, JFS 1990

  • news paper

    Almeida & Koelle, 1992

  • FSIPoisson coupling

    radial motion of the pipe wall

    hoop

    RP

    e

    pipe cross sectionpipe radius

    wall thickness

    R

    e

  • FSIjunction coupling

    axial motion of the pipe wall

    axial end2

    RP

    e

    free closed pipe end zV u &

  • FSI test problem

    L = 20 m, R = 0.4 m, e1/R = 0.04, e2/R = 0.02

    thick section

    Tijsseling, PVP-2009

  • calculated pressure at PT forinstantaneous valve closure

    0 0.02 0.04 0.061.5 10

    6

    0

    1.5 106

    time (s)

    pre

    ssu

    re (

    Pa)

    noise?

  • calculated axial pipe stress at PT forinstantaneous valve closure

    0 0.02 0.04 0.065 10

    7

    0

    5 107

    time (s)

    axia

    l st

    ress

    (P

    a)

    pipe-wall

    acoustics

  • Skalak’s wave-front problem

    highpressure

    Skalak, 1956

  • Skalak’s solution (wave front)

    wave front dispersion (dimensionless)

    30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 60.4

    0.2

    0

    0.2

    0.4

    0.6

    0.8

    1

    1.2

    1.4

    1.6

    dimensionless distance from wave front

    dim

    ensi

    onle

    ss w

    ave h

    eig

    ht

    Joukowsky

    Tijsseling et al, JSV 2008

  • Rock-bored tunnels

    Hachem and Schleiss,JFS 2011

  • Underground hydraulic networks

    Stephens et al,JHE 2011

  • Laboratory set-up (Vogelaar, TU Eindhoven)

  • Clerkenwell Tunnel flood - LondonJanuary 2015

    Network Rail sends Thames Water

    'multi-million pound bill'

  • • Network Rail has issued Thames Water

    with a "multi-million pound bill" after leaks

    and a burst water main led to more than

    1,000 trains being cancelled.

    • "We believe this problem was first

    identified as far back as 2007, and the

    problems with water on the track have been

    caused by a lack of maintenance on their

    part."

  • • Thames Water identified a burst water main

    on Friday evening and found a further four

    leaks that are yet to be fixed.

    • Specialist teams are also carrying out

    assessments of the pipe and checking roads

    nearby for additional leaks.