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Tsunami Runup Simulations

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As landward boundary of a propagation model calculation (NSW, Boussinesq) ... Wetting-drying methods (Lynett and Liu) 'Slot' method (Kennedy et al, 2000) ... – PowerPoint PPT presentation

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Title: Tsunami Runup Simulations


1
Tsunami Runup Simulations
  • Jim Kirby
  • Center for Applied Coastal Research
  • Department of Civil and Environmental
    Engineering, UD
  • NEES Training and Tsunami Modeling Workshop
  • July 28, 2006
  • With Stephan Grilli, Phil Watts, Mansour
    Ioualalen, Jack Asavanant,
  • Fengyan Shi

2
Contexts for runup calculations
  • As landward boundary of a propagation model
    calculation (NSW, Boussinesq)
  • More detailed, Navier Stokes calculations to
    examine forces on structures, transport and
    impact of debris
  • -- VOF, other grid-based schemes
  • -- SPH, lagrangian particle techniques
  • Hybrid methods coupling these apparoaches

3
Boussinesq model assumptions
  • ? h/L ltlt 1
  • d a/h ltlt 1 (this restriction often
    neglected now)
  • ? / ?2 O(1)

4
Boussinesq Model Equations (Wei et al, 1995)
  • Mass Conservation
  • Momentum Equation

5
Methodologies for runup calculations
  • Slot methods (Tao, Kennedy et al 2000, Chen et
    al 2000)
  • Thin film methods (Wei, 1997 Long, Delguzzo and
    Kirby (2006)
  • Wetting-drying methods (Lynett and Liu)

6
Slot method (Kennedy et al, 2000)
7
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8
Slot method testing I
9
Slot method testing II
10
  • Maximum runup (Chen et al, 2000)

11
Thin film method (Long et al, 2006)
  • Maintain a minimum water depth over entire grid
    area
  • Increase bottom friction in region above
    instantaneous shoreline

12
Testing thin film method
  • Data Synolakis (1985)

13
Geological Setting
3.244º N, 95.825º E Bottom Displacement 1000
km long 100 km wide 2 m high
14
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15
High Resolution Runup simulations on coast of
Thailand
  • High resolution grid 0.25 resolution
    corresponds to a grid spacing of about 450m
  • Higher resolution local bathymetry data merged
    into ETOPO2 data set.
  • Runup data obtained and reported independently by
    Tsuji et al (2006)

16
Bathymetry data from local surveys
17
High resolution grid coverage
18
Maximum computed surface displacement values (m).
19
Model vs. Meas-ured runup
  • Simulation on 0.25 grid

20
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21
Degradation of results with decreasing grid
resolution
22
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23
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24
Runup statistics I
25
Runup Statistics II lognormal runup
distribution(after Choi et al, 2006)
26
Java, July 06
27
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