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Imaging Waves for Bathymetric Retrievals

Imaging Waves for Bathymetric Retrievals. Dr. Steven P Anderson Senior Principal Scientist Environmental Intelligence Group Areté Associates Arlington, VA Presentation to KHOA June 18, 2013. Who is Areté?. Streak Tube Imaging LIDAR (STIL). Areté “ RenderWorld ” scene of open ocean.

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Imaging Waves for Bathymetric Retrievals

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  1. Imaging Waves for Bathymetric Retrievals Dr. Steven P AndersonSenior Principal ScientistEnvironmental Intelligence Group Areté AssociatesArlington, VA Presentation to KHOAJune 18, 2013

  2. Who is Areté? Streak Tube Imaging LIDAR (STIL) Areté “RenderWorld” scene of open ocean • “Areté Associates is an advanced science and engineering company that provides innovative solutions to the most challenging technical problems faced by the United States.” • Founded in 1976 and employee-owned. • 320 employees at seven locations. • Core competencies: • First-principles physical modeling of signatures, environments, and sensors. • Ruggedized sensor development. • Comprehensive field experiment design and execution. • Delivering operational products to end users. Approved for Public Release, Distribution Unlimited.

  3. Bathymetric Survey A shore mounted Bathymetric Radar will provide persistent monitoring of water depths • Multi-beam sonar is widely utilized for precision bathymetry; • However, swath width/area coverage is limited in shallow water • Lidar effective for shallow-water bathymetry at large coverage rates

  4. Wave Speed, Frequency and Water Depth AIR L (WAVE LENGTH) • Ocean surface waves are powered by gravity • When water surface is displaced up (or down), gravity acts to drive the wave forward • Our own personal experience tells us that waves slow down as they approach a beach where they eventually break • Dispersion Relationship: • the mathematical relationship between • wave speed - c • wave period - T • wave length – L • And water depth - H. H (DEPTH) GRAVITY C (WAVE SPEED) WATER Wikipedia.com

  5. Linear Surface Wave Dispersion Relation water depth vectorcurrents gravity Linear wave dispersion assumes:small amplitude wavesuniform currentsdepth constant H = ∞ Frequency1/T Wavenumber1/L If we can observe the wavenumber-frequency relationship, we can invert and solve for depth and currents directly. shallow-water

  6. Depth Retrievals from Airborne Imagery • Capability developed during World War II. • Uses a single image taken by aircraft. • Assumes: • monochromatic waves (single frequency) • linear wave dispersion. Williams 1947

  7. Estimating Depth from a Single Image Measure Wavelength in Deepwater L=260ft A B Measure Wavelength near-shore L=180ft Williams 1947

  8. Estimating Depth from a Single Image (2) H= 26ft H= ∞ A B T=7s L=180ft L=260ftdeepwater Williams 1947

  9. Time-Series Imagery of Ocean Waves Measure the wavelength and period information directly • Areté developed the Airborne Remote Optical Spotlight System (AROSS) to collect time series imager of ocean waves • Spot-dwell EO imager – digital camera(s) with navigation control system to maintain pointing at virtual target on the water See Dugan et al (2001 JGR) US ONR funded

  10. AROSS Images of Shoaling Waves From Duck, N.C. USACE Field Research Facility Effectively separates space & time Raw imagery (camera coordinates) Registered & mapped imagery (ground coordinates)

  11. AROSS Image Stack and 3-D Spectrum dashed linedeepwater dispersion solid lineobserved dispersion Fourier Transform Example image stack (data cube) 2-D slice through the 3-D spectrum for shoaling waves Note the broadening of the observed dispersion relationship associated with wave shoaling AROSS data from Corps of Engineers' Field Research Facility in Duck, NC See (Dugan et al 2001;Piotrowski and Dugan 2002).

  12. AROSS Bathymetry Retrievals AROSS Retrievals Note: Algorithm assumes linear wave dispersion Comparison to Ground-truthLARC Survey 5-10% RMS Errors Lighter Amphibious Resupply Cargo Bias: < 0.25m Accuracy: • 1m RMS for depths 2-10m • 10% of water depth>10m-15m • Resolution: • 128 m for depths 2-6m • 256 m for depths 6-15m See Dugan et al (2001 JGR) US ONR funded Duck, N.C. USACE Field Research Facility

  13. Wave Imagery by X-band Radar Areté'sFuruno radar at the Diablo Canyon • Advantages: • All weather • day-night • unlimited dwell • Challenges: • Maritime Radars designed to minimize “clutter”…. thus low, signal to noise ratio for wave imaging • Limited resolution, especially at range • High elevation needed to maximize range X-band radar sees waves as modulations in the radar cross section Figure from Borge et al 2004, JPO

  14. Advancing the Bathymetry Algorithm • Challenge: • Develop an advanced algorithm to improve accuracy and resolution over existing capability and deliver a near-realtime solution. • Goal: • Resolution | 2-3 times water depth • Accuracy | 0.25 m (or 2.5% water depth>10m) • Approach: • Leverage new understanding of nonlinearities in the wave dynamics. • Use state-of-the-art computers to accelerate computations • Technical Challenges: • Develop an universal solution • Wave field is dynamic; conditions never exactly repeatable • Individual radar systems have their own specifications • Creating an meaningful “error-metric” • Provide an indication of confidence along with depth measurement Develop a new bathymetry algorithm that: • Better matches data towave kinematics • Provides higher spatial resolution • Yields more accurate results

  15. Development Plan • Phase I. • Collect radar data in operational relevant location • Demonstration depth retrievals using existing capabilities • Develop and demonstrate new algorithm that accounts for non-linear wave dynamics to provide higher resolution and more accurate results • Phase II. • Implement and test “error-metric” • Refractor software and optimize for speed • Design and fabricate a prototype system • Field test prototype system

  16. Thank you.

  17. Back Up Slides

  18. Overall bathymetric algorithm block diagram.

  19. Phase I. Proposed radar deployment site • One Island on the Bay located on the Chesapeake Bay Bridge-Tunnel.

  20. Examples of Prior work on Radar Bathymetry

  21. Young et al (1985, JGR) First suggestion of estimating bathymetry by using wave imaging radars

  22. OceanWaveS GmbH, Lüneburg, Germany(OCEANS 2005) Wave Monitoring System WaMoS

  23. Paul Bell (2009) – Proudman Oceanographic Lab

  24. McNinch and Brodie (JGR 2007) Bar And Swash Imaging Radar (BASIR)

  25. McNinch et al (2012; OCEANS) Radar Inlet Observing System (RIOS):

  26. Hessner and Borge (2012 IGARSS) OceanWaves GmbH, Germany

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