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Modeling Hydrodynamics and Sediment Transport in Poverty Bay, New Zealand; A Basic ROMS overview.

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Title: Slide 1 Author: abever Last modified by: abever Created Date: 11/24/2003 3:17:54 AM Document presentation format: On-screen Show Company: VIMS – PowerPoint PPT presentation

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Title: Modeling Hydrodynamics and Sediment Transport in Poverty Bay, New Zealand; A Basic ROMS overview.


1
Modeling Hydrodynamics and Sediment Transport in
Poverty Bay, New Zealand A Basic ROMS overview.
Aaron Bever CDSMS Working Group Meeting October,
2009 Boulder, Colorado
2
Regional Ocean Modeling System ROMS
  • 3D hydrodynamic and sediment transport
    numerical model
  • Fortran 90 with C preprocessing, thousands and
    thousands of lines
  • Solves Reynolds-averaged equations
  • Many different turbulence closure schemes
  • Choice of horizontal and vertical advection
    schemes
  • Serial, OMP, MPI implementation based on settings
    when compiled
  • Curvilinear horizontal and stretched terrain
    following vertical grids
  • IO based on netcdf files
  • Different modules included based on compiling
    parameters
  • Sediment, suspended load, bedload, biology, point
    sources, etc.
  • Sediment requires basic input characteristics

3
Poverty Bay Forcing Somewhat different modules
  • Bathymetry was created using high resolution
    multibeam from within Poverty Bay, and shelf
    bathy provided by Scott Stephens (NIWA). 7 kya
    bathymetry was from Wolinsky et al. (in review).
  • Open boundaries used gradient conditions, and
    Chapman and Flather for free surface and 2D
    momentum, respectively.
  • Tides were included based on the OSU global tidal
    model.
  • Freshwater was hourly observations, with sediment
    discharge based on the rating curve of Hicks et
    al. (2000) (Fig. 1AB).
  • Meteorology was based on observations hourly
    winds from the Gisborne airport (Fig. 1C), with
    other variables monthly means.
  • Multiple fluvial sediment classes were used
    (table 1), representing the average grain size of
    the Waipaoa discharge and a coarser floc.
  • Time-varying 2D waves for the modern and 7kya
    geometries were modeled by the SWAN model, using
    the winds from the Gisborne airport and open
    boundary conditions from the WW3 global model.

4
Forcing Hourly water and sediment discharge,
winds Monthly means Air temp and
pressure, relative humidity, cloud cover
5
SWAN Waves WW3 B.C.
6
(No Transcript)
7
Depth-integrated and time-averaged sediment
transport rates
8
Model Animations dont want to play on this
computer
9
Other potential features
  • Biology phytoplankton growth, nutrient uptake,
    burial in seabed, etc.
  • Sea ice ???
  • Data assimilation
  • Carbonates ???
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