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Comparison of Wreck Surveying
         Techniques

         David Parker
UKHO Civil Hydrography Manager
Acknowledgements
RUMP Stephen
NIEDERJASPER Marina
                      FUGRO OSAE
LAMPE Christian       GMBH, Germany

SCHUPPAN Alrick
VOSS Oliver

                      Gardline Geosurvey,
MANN Dave             UK

SANSOME Ben
Outline
• Requirement for Wreck Surveys

• Trial to Compare Available Techniques

• Conclusions

• Implementation of Water Column Data
The UK Civil Hydrography Programme
• The MCA and UKHO
  work in Partnership
  with survey contractors
  to deliver the CHP
• Extensive Coastal and
  Offshore Waters
• Currently £5.4 million
  p.a. to contractors
  (plus additional funding
  through partnering and
  other sources)
Over 25 Thousand
Outline
• Requirement for Wreck Surveys

• Trial to Compare Available Techniques

• Conclusions

• Implementation of Water Column Data
Requirement for Wreck Surveys
• Wrecks present a unique challenge within a
  hydrographic survey.

• Previous UKHO trials have highlighted
  issues with multibeam depths on wrecks.
• Normally a wreck investigation will be
  undertaken at each wreck site within a
  larger survey.
• Wrecks around the UK are very numerous –
  one recent CHP survey had over 400.
Gardline MBES Water Column Trials




        (2D Cross Section through data)
Outline
• Requirement for Wreck Surveys

• Trial to Compare Available Techniques

• Conclusions

• Implementation of Water Column Data
Wreck Investigation Trials

  • In Nov / Dec 2010, a field trial was
    undertaken with Fugro OSAE to compare
    the least depth over wrecks obtained from:

     – Wire Sweep

     – Multibeam conventional bottom detect

     – Side Scan Sonar

     – MBES Water Column Data
MV Meridian
Wire Sweeping Installation
Wire Sweeping Installation
Height of feature above
seabed was measured
MBES          WCD
                        Results
                           SSS             Wire sweep Difference from
least depth   least depth   least depth   cleared depth Next Shoalest
    [m]           [m]           [m]            [m]           [m]
    28.6         28.6          28.6             -            0.0
    36.0         35.9          36.0             -            0.1
    30.3         30.1          30.3             -            0.2
    29.6         29.6          29.6             -            0.0
    38.2         38.0          38.2             -            0.2
    35.6         35.6          35.3             -            0.3
    31.6         31.8          31.8             -            0.2
    20.3         20.4          20.8             -            0.1
    34.3         32.6          34.3             -            1.7
    32.3         32.2          32.3             -            0.2
    27.4         24.8          27.3             -            2.6
    30.2         30.2          30.2             -            0.0
    27.1         27.8          26.6            27.3          0.5
    30.0         30.0          30.0            29.5          0.5
    35.4         35.7          35.9            34.9          0.5
    35.9         35.8          36.0            35.4          0.1
   18.8*         15.2            -             15.6          0.3
Conclusions 1
• The “real time” bottom detect from a MBES
  will not necessarily give the shallowest depth
  within the beam.

• SSS can give valuable extra information
  about wrecks, but this requires a towfish.

• Wire sweeping is difficult and time
  consuming, and can be unreliable.
Conclusions 2
• Wire sweeping limited by fishing gear and
  traffic, and presents risk to the survey ship.

• MBES WCD appears to provide reliable
  information which the MBES alone may miss.

• WCD resolution is normally comparable to a
  good SSS, but quicker and easier to gather.
Conclusions 3
• Collecting WCD over wrecks takes on average
  5% of the time that a wire sweep may take.
• Collecting WCD over wrecks takes on average
  30% of the time collecting SSS takes.
• Costs and risks are considerably reduced.
• Results WCD are at least as reliable as
  previous methods.
Outline
• Requirement for Wreck Surveys

• Trial to Compare Available Techniques

• Conclusions

• Implementation of Water Column Data
Implementation
 • The requirement for WCD has been
   introduced to the CHP specification.

 • Images or animations used to support the
   designation of least depth.

 • Care needs to be taken with respect to;

    – minimum slant range echo,

    – multiple transmit sectors

    – Other acoustic interference etc.
Current WCD Software
• The tools for analysing and utilising WCD are
  fairly new, and will improve with time.

• FM Midwater tools available now.

• Echoview Software Currently available, but
  oriented towards fisheries applications.

• CARIS introduced their WCD tool with CARIS
  HIPS v7.1 Service Pack 1 in Jan 2012 –
  UKHO gave some assistance.
Echoview using MBES WCD for Biomass Estimate
CARIS HIPS


             11m
MBES Firmware Development
• It may be advantageous if the advanced user
  could select an alternative bottom detect
  algorithm.

• “normal” for standard seabed mapping (clean
  data)

• “first valid return in beam” for activities such as
  wreck investigations.

• Even better – multiple detects within each
  beam - save on disk space and data
  management issues
Thanks!

Questions?

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wcd ss_v1#1

  • 1. Comparison of Wreck Surveying Techniques David Parker UKHO Civil Hydrography Manager
  • 2. Acknowledgements RUMP Stephen NIEDERJASPER Marina FUGRO OSAE LAMPE Christian GMBH, Germany SCHUPPAN Alrick VOSS Oliver Gardline Geosurvey, MANN Dave UK SANSOME Ben
  • 3. Outline • Requirement for Wreck Surveys • Trial to Compare Available Techniques • Conclusions • Implementation of Water Column Data
  • 4. The UK Civil Hydrography Programme • The MCA and UKHO work in Partnership with survey contractors to deliver the CHP • Extensive Coastal and Offshore Waters • Currently £5.4 million p.a. to contractors (plus additional funding through partnering and other sources)
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  • 7. Outline • Requirement for Wreck Surveys • Trial to Compare Available Techniques • Conclusions • Implementation of Water Column Data
  • 8. Requirement for Wreck Surveys • Wrecks present a unique challenge within a hydrographic survey. • Previous UKHO trials have highlighted issues with multibeam depths on wrecks. • Normally a wreck investigation will be undertaken at each wreck site within a larger survey. • Wrecks around the UK are very numerous – one recent CHP survey had over 400.
  • 9. Gardline MBES Water Column Trials (2D Cross Section through data)
  • 10. Outline • Requirement for Wreck Surveys • Trial to Compare Available Techniques • Conclusions • Implementation of Water Column Data
  • 11. Wreck Investigation Trials • In Nov / Dec 2010, a field trial was undertaken with Fugro OSAE to compare the least depth over wrecks obtained from: – Wire Sweep – Multibeam conventional bottom detect – Side Scan Sonar – MBES Water Column Data
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  • 19. Height of feature above seabed was measured
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  • 23. MBES WCD Results SSS Wire sweep Difference from least depth least depth least depth cleared depth Next Shoalest [m] [m] [m] [m] [m] 28.6 28.6 28.6 - 0.0 36.0 35.9 36.0 - 0.1 30.3 30.1 30.3 - 0.2 29.6 29.6 29.6 - 0.0 38.2 38.0 38.2 - 0.2 35.6 35.6 35.3 - 0.3 31.6 31.8 31.8 - 0.2 20.3 20.4 20.8 - 0.1 34.3 32.6 34.3 - 1.7 32.3 32.2 32.3 - 0.2 27.4 24.8 27.3 - 2.6 30.2 30.2 30.2 - 0.0 27.1 27.8 26.6 27.3 0.5 30.0 30.0 30.0 29.5 0.5 35.4 35.7 35.9 34.9 0.5 35.9 35.8 36.0 35.4 0.1 18.8* 15.2 - 15.6 0.3
  • 24. Conclusions 1 • The “real time” bottom detect from a MBES will not necessarily give the shallowest depth within the beam. • SSS can give valuable extra information about wrecks, but this requires a towfish. • Wire sweeping is difficult and time consuming, and can be unreliable.
  • 25. Conclusions 2 • Wire sweeping limited by fishing gear and traffic, and presents risk to the survey ship. • MBES WCD appears to provide reliable information which the MBES alone may miss. • WCD resolution is normally comparable to a good SSS, but quicker and easier to gather.
  • 26. Conclusions 3 • Collecting WCD over wrecks takes on average 5% of the time that a wire sweep may take. • Collecting WCD over wrecks takes on average 30% of the time collecting SSS takes. • Costs and risks are considerably reduced. • Results WCD are at least as reliable as previous methods.
  • 27. Outline • Requirement for Wreck Surveys • Trial to Compare Available Techniques • Conclusions • Implementation of Water Column Data
  • 28. Implementation • The requirement for WCD has been introduced to the CHP specification. • Images or animations used to support the designation of least depth. • Care needs to be taken with respect to; – minimum slant range echo, – multiple transmit sectors – Other acoustic interference etc.
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  • 30. Current WCD Software • The tools for analysing and utilising WCD are fairly new, and will improve with time. • FM Midwater tools available now. • Echoview Software Currently available, but oriented towards fisheries applications. • CARIS introduced their WCD tool with CARIS HIPS v7.1 Service Pack 1 in Jan 2012 – UKHO gave some assistance.
  • 31. Echoview using MBES WCD for Biomass Estimate
  • 32. CARIS HIPS 11m
  • 33. MBES Firmware Development • It may be advantageous if the advanced user could select an alternative bottom detect algorithm. • “normal” for standard seabed mapping (clean data) • “first valid return in beam” for activities such as wreck investigations. • Even better – multiple detects within each beam - save on disk space and data management issues

Editor's Notes

  1. Why? The MCA has overall responsibility for the UK’s obligations under SOLAS – including Chapter 5, regulation 9. We have no other drivers apart from Safety of Life At Sea. We can react quickly. We are good at it. We can demonstrate that we offer the best value for money to the government. Where? 723,181km2 of seabed How Much Do We Spend? The MCA procure around £5.4m of hydrographic services every year in order to help keep UK charts and publications up to date. Data is given to the UKHO free of charge in order to update nautical charts and publications