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Direct Numerical Simulation of Particle Settling in Model Estuaries

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Typically hypopycnal inflow (Super-)critical? Convective mixing, enhanced by ... inflow. boundary conditions. sponge zones, etc. ... – PowerPoint PPT presentation

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Title: Direct Numerical Simulation of Particle Settling in Model Estuaries


1
Direct Numerical Simulationof Particle Settling
in Model Estuaries
  • R. Henniger(1), L. Kleiser(1), E. Meiburg(2)
  • (1) Institute of Fluid Dynamics, ETH Zurich
  • (2) Department of Mechanical Engineering, UCSB

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2
Outline
  • Introduction / motivation
  • Computational setup
  • flow configuration
  • governing equations and physical parameters
  • simulation code
  • Results
  • freshwater / saltwater mixing
  • particle settling
  • Conclusions and outlook

3
Introduction
  • Estuary mouth
  • light fresh-water
  • heavy salt-water
  • Suspended particles
  • e.g. sediment or pollutants
  • transport out to the ocean
  • particles settle and deposit
  • Other influences
  • temperature profile
  • Coriolis effect, tide,
  • Focus of the present study basic investigation
    of
  • freshwater / saltwater mixing
  • particle transport, particle settling and
    particle deposition

Magdalena River (Colombia)
4
Freshwater / saltwater mixing
  • Typically hypopycnal inflow
  • (Super-)critical?
  • Convective mixing, enhanced by
  • turbulence in river
  • Kelvin-Helmholtz or Holmboe waves

salty
salt wedge
freshwater
salty
5
Particle load
  • hypopycnal
  • hyperpycnal

freshwater particles
salty
freshwater particles
salty
6
Particle transport
  • Surface plume
  • (Enhanced) particle settling
  • flocculation?
  • turbulence enhanced settling?
  • Bottom propagating turbidity
  • current

(1)
(2)
(3)
7
Example Yellow River
(from http//www.grid.unep.ch/activities/global_ch
ange/atlas/images/YellowRiver.jpg)
8
Motivation
  • Particle transport mechanisms
  • surface freshwater current
  • particle settling
  • undersea gravity currents
  • Consequences
  • spillage of ocean bed /
  • continental shelf
  • environmental pollution
  • disruption of infrastructure
  • State of research
  • many quantitative field observations
  • few laboratory experiments
  • little evidence about mechanisms
  • Focus of the present study basic investigation
    of
  • freshwater / saltwater mixing
  • particle transport, particle settling and
    particle deposition

9
Model estuary configuration
salt sponge
convective outflow
inflow
symmetry planes
10
Governing equations, non-dimensional
  • Incompressible Navier-Stokes and concentration
    transport equations (in Boussinesq regime)
  • Reynolds number
  • Schmidt number
  • Richardson number
  • Particle settling velocity

11
Physical parameters
reality laboratory simulation
Re 105-107 103-104 1500
Scsal 500-3000 500-3000 1
Scpart gt Scsal gt Scsal 2
Risal 0.5-1 0.5-1 0.5
Ripart lt 0.05 lt 0.05 0.05
-us/U lt 10-2 lt 10-2 0.01-0.02
12
Newly developed simulation code (summary)
  • Incompressible flows active scalars
  • Discretization
  • compact finite differences in space
  • explicit or semi-implicit time integration
  • Massively parallel platform
  • 3D domain decomposition (gt95 parallel
    efficiency)
  • sustained 16 peak performance on Cray XT
  • scalability tested to up to 8000 cores and 17
    billion grid points
  • Validation
  • convergence orders in time and space
  • convergence properties of iterative solvers
  • temporal and spatial growth of eigenmodes
  • channel flow
  • shear layer flows with passive scalar
  • transitional and turbulent channel flow (vs. P.
    Schlatter)
  • particle-driven gravity current (vs. F. Necker)
  • parallel scaling properties

13
Resultsfreshwater / saltwater mixing
14
Freshwater current
salt sponge
internal waves
Kelvin-Helmholtz waves
csal 0.75
15
Group velocity of internal waves
(measured with potential energy at y 0)
16
Streamlines on water surface
17
Sub-/supercritical flow
  • kinetic vs. buoyant forces
  • measured with bulk Richardson number

18
Interface stability
  • shear stress vs. density difference
  • measured with gradient Richardson number

19
Resultsparticle settling
20
Particle settling
  • Three different settling velocities us/U
    -0.02, -0.015, -0.01
  • Qualitative agreement with laboratory
    experiments?
  • Maxworthy (JFM, 1999)
  • Parsons et al. (Sedimentology, 2001)
  • McCool Parsons (Cont. Shelf Res., 2004)
  • Open questions
  • extent of particle plume?
  • particle settling modes (transient, steady
    state)?
  • effective settling velocity?
  • deposit profile?

21
Particle plume
us/U -0.02, cpart 0.1
x1
x1
x2
t 300
t 400
x1
x1
x2
t 450
t 600
22
Convective particle settling
us/U -0.02
x1 26
x2 5
t 300
x3
x1
x2
t 350
x3
x1
x2
t 400
x3
x1
x2
t 600
x3
x1
x2
23
Particle mass
24
Potential energy of particles
25
Effective particle settling velocity
26
Particle Deposit
us/U -0.020, t 710
27
Particle Deposit
us/U -0.015, t 920
28
Particle Deposit
us/U -0.010, t 1040
29
Conclusions
  • Definition of simulation setup
  • parameters
  • inflow
  • boundary conditions
  • sponge zones, etc.
  • Results Basic effects compare well with
    laboratory experiments
  • freshwater-brine mixing
  • finger convection
  • enhanced convective particle settling
  • Results obtained at moderate Re and Sc,
    accessible to DNS

30
Outlook
  • Further increase of Re and Sc with LES in the
    future
  • Implemented LES models
  • ADM-RT model (filter model)
  • (HPF) Smagorinsky
  • (upwinding)
  • Validation of LES to be completed
  • Further option more complex domains e.g. by
  • orthogonal curvilinear grids
  • immersed boundary method
  • (immersed interface method)

31
Appendix
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