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Predicting evolution of bathymetry at
Duck, NC
Jay Veeramony, Allison Penko
Naval Research Lab, Stennis Space Center, Mississippi
Delft3D User Days 2017| 2U.S. Naval Research Laboratory
Duck, NC: Army Corp of Engineers Field Research Facility (FRF)
• Sandy beach, alongshore uniform
• Wave activity/wave driven currents
• Morphologically dynamic
• First experiments conducted in 1982 – frequent surveys,
constant wave monitoring and more recently currents
Objective & Motivation:
To simulate daily hydrodynamic (and morphodynamic)
conditions in near real-time with Delft3D as part of the Coastal
Model Test Bed (CMTB) project.
The CMTB provides an automated evaluation of coastal
numerical models utilizing near real-time observations output by
the US Army Corps of Engineers Field Research facility in
Duck, NC to:
• assess model parameterizations over range of conditions
• Identify conditions/areas of increased model performance
• provide framework to develop data assimilation techniques
• Give accurate initial/boundary conditions for forecasting hazardous
conditions due to extreme events
Nested Grid 1.2km x 3.2km
5m x 20m grid cells
241x161
Parent Grid 3.7km x 12km
50m x 100m grid cells
75x121
6m AWAC
Coastal ImagingTower
Coastal Model Test Bed (CMTB)
Simulate daily hydrodynamic (and morphodynamic)
conditions in near real-time at Duck, NC, USA, with
Delft3D
Nested Grid 1.2km x 3.2km
5m x 20m grid cells
241x161
Parent Grid 3.7km x 12km
50m x 100m grid cells
75x121
🔵
🔵
🔵6m AWAC
Coastal ImagingTower🔵
🔵
Utilize near real-time
observations output by the
US Army Corps of Engineers
Field Research facility in
Duck, NC to:
• assess model parameterizations over a
range of environmental conditions
• Identify conditions/areas of increased
model performance
U.S. Naval Research Laboratory
Nested Grid 1.2km x 3.2km
5m x 20m grid cells
241x161
Parent Grid 3.7km x 12km
50m x 100m grid cells
75x121
🔵
🔵6m AWAC
Coastal ImagingTower🔵
🔵
🔵
Real-time model framework
Get Data
• Download netcdf from THREDDS
• Make Delft3D BC’s
RunDelft3D
• Run Delft3D FLOW-WAVE-MOR
Post-process
• Automated output analysis
• Archive results
Model setup
• Simulation period – Oct 8 – Oct 8, 2015
• Wave domain:
• Outer domain – 50m x 100m, Inner domain – 5m x 20m
• Outer domain forced with wave spectra from 17m buoy along the offshore
boundary
• Flow domain:
• 5m x 20m resolution, contained within inner wave domain
• Neumann boundary conditions at North and South boundaries
• Water level = 0 at the offshore boundary
• Model parameters:
• Manning’s n = 0.03
• Morphology:
• Defaults used except SusW=BedW=0.1 for 2D; =0.5 for 3D
Wave simulation Results
U.S. Naval Research Laboratory
Delft3D-Observation Comparison (Waves)
U.S. Naval Research Laboratory
Delft3D-Observation Comparison (Waves)
* Pressure-gage array data (NOT
AWAC)
U.S. Naval Research Laboratory
Delft3D-Observation Comparison (Waves)
U.S. Naval Research Laboratory
Modeled Change in morphology (2D)
Morphology model setup:
• D50: 0.025 cm
• Initial sediment layer thickness: 10 m
• Morphology scale factor: 1
• Initial Bathymetry: Oct 2, 2015
• Final Bathymetry: Oct 8, 2015
U.S. Naval Research Laboratory
Modeled Change in morphology (3D)
Morphology model setup:
• 10 vertical sigma layers
• D50: 0.025 cm
• Initial sediment layer thickness: 10 m
• Morphology scale factor: 1
• Initial Bathymetry: Oct 2, 2015
• Final Bathymetry: Oct 8, 2015
U.S. Naval Research Laboratory
Model (2D) – data comparison
U.S. Naval Research Laboratory
Model (3D) – data comparison
Summary
• Coupled FLOW-WAVE-MOR simulations setup at Duck, NC for
monitoring.
• Data collected and published by Army Corps of Engineering in near
realtime
• Wave model compares well with data
• Large changes along the shoreline compared to data
• Issues with model parameters?
• Bulk parameters defining sediment need validation
U.S. Naval Research Laboratory

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Predicting bathymetry evolution at Duck, NC with Delft3D

  • 1. Predicting evolution of bathymetry at Duck, NC Jay Veeramony, Allison Penko Naval Research Lab, Stennis Space Center, Mississippi
  • 2. Delft3D User Days 2017| 2U.S. Naval Research Laboratory Duck, NC: Army Corp of Engineers Field Research Facility (FRF) • Sandy beach, alongshore uniform • Wave activity/wave driven currents • Morphologically dynamic • First experiments conducted in 1982 – frequent surveys, constant wave monitoring and more recently currents
  • 3. Objective & Motivation: To simulate daily hydrodynamic (and morphodynamic) conditions in near real-time with Delft3D as part of the Coastal Model Test Bed (CMTB) project. The CMTB provides an automated evaluation of coastal numerical models utilizing near real-time observations output by the US Army Corps of Engineers Field Research facility in Duck, NC to: • assess model parameterizations over range of conditions • Identify conditions/areas of increased model performance • provide framework to develop data assimilation techniques • Give accurate initial/boundary conditions for forecasting hazardous conditions due to extreme events
  • 4. Nested Grid 1.2km x 3.2km 5m x 20m grid cells 241x161 Parent Grid 3.7km x 12km 50m x 100m grid cells 75x121 6m AWAC Coastal ImagingTower Coastal Model Test Bed (CMTB) Simulate daily hydrodynamic (and morphodynamic) conditions in near real-time at Duck, NC, USA, with Delft3D
  • 5. Nested Grid 1.2km x 3.2km 5m x 20m grid cells 241x161 Parent Grid 3.7km x 12km 50m x 100m grid cells 75x121 🔵 🔵 🔵6m AWAC Coastal ImagingTower🔵 🔵 Utilize near real-time observations output by the US Army Corps of Engineers Field Research facility in Duck, NC to: • assess model parameterizations over a range of environmental conditions • Identify conditions/areas of increased model performance
  • 6. U.S. Naval Research Laboratory
  • 7. Nested Grid 1.2km x 3.2km 5m x 20m grid cells 241x161 Parent Grid 3.7km x 12km 50m x 100m grid cells 75x121 🔵 🔵6m AWAC Coastal ImagingTower🔵 🔵 🔵
  • 8. Real-time model framework Get Data • Download netcdf from THREDDS • Make Delft3D BC’s RunDelft3D • Run Delft3D FLOW-WAVE-MOR Post-process • Automated output analysis • Archive results
  • 9. Model setup • Simulation period – Oct 8 – Oct 8, 2015 • Wave domain: • Outer domain – 50m x 100m, Inner domain – 5m x 20m • Outer domain forced with wave spectra from 17m buoy along the offshore boundary • Flow domain: • 5m x 20m resolution, contained within inner wave domain • Neumann boundary conditions at North and South boundaries • Water level = 0 at the offshore boundary • Model parameters: • Manning’s n = 0.03 • Morphology: • Defaults used except SusW=BedW=0.1 for 2D; =0.5 for 3D
  • 11. U.S. Naval Research Laboratory Delft3D-Observation Comparison (Waves)
  • 12. U.S. Naval Research Laboratory Delft3D-Observation Comparison (Waves) * Pressure-gage array data (NOT AWAC)
  • 13. U.S. Naval Research Laboratory Delft3D-Observation Comparison (Waves)
  • 14. U.S. Naval Research Laboratory Modeled Change in morphology (2D) Morphology model setup: • D50: 0.025 cm • Initial sediment layer thickness: 10 m • Morphology scale factor: 1 • Initial Bathymetry: Oct 2, 2015 • Final Bathymetry: Oct 8, 2015
  • 15. U.S. Naval Research Laboratory Modeled Change in morphology (3D) Morphology model setup: • 10 vertical sigma layers • D50: 0.025 cm • Initial sediment layer thickness: 10 m • Morphology scale factor: 1 • Initial Bathymetry: Oct 2, 2015 • Final Bathymetry: Oct 8, 2015
  • 16. U.S. Naval Research Laboratory Model (2D) – data comparison
  • 17. U.S. Naval Research Laboratory Model (3D) – data comparison
  • 18. Summary • Coupled FLOW-WAVE-MOR simulations setup at Duck, NC for monitoring. • Data collected and published by Army Corps of Engineering in near realtime • Wave model compares well with data • Large changes along the shoreline compared to data • Issues with model parameters? • Bulk parameters defining sediment need validation U.S. Naval Research Laboratory