Use of GNSS Based Real-Time TidalInformation in Offshore Survey Applications
www.veripos.com 13 March 2012
Dr. David Russell
Technical Sales Manager, VERIPOS
What is Tide?
• Tide is the periodic rise and fall of the sea level under the gravitationalpull of the moon and sun
– Caused by attraction (gravity) of sun and moon
– Normally twice per day (but not always)
– Size of tide varies during the solar and lunar cycles
• Tides cause periodical variations in the ‘equilibrium’ sea level calledMean Sea Surface (MSS)
www.veripos.com 13 March 2012
Applying Tides to Depth Data
• Why tide is important– Required for reduction of calculated depths & generally referenced to surface of sea
• LAT – Lowest Astronomical Tide
• MSL – Mean Sea Level
– Always changing due to tide, and by different amounts in different places
• Tide gauges (measuring the depth at a location)– Most accurate
– Sometime difficult to get data
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– Sometime difficult to get data
• Predicting tides (by use of software, e.g. Polpred)– Easy and repeatable
– Doesn’t account for environment (atmospheric effects, storm surges, etc.)
• Predicting tide by use of standard ports (tide tables)– More hassle and easier to make mistakes
– Still doesn’t account for environment
• Using GNSS– Includes environment effects (atmospheric effects, storm surges, etc.)
– How to relate GNSS ellipsoid to chart datum - difficult
Vertical Datum
• Very complex – what datum do we use and what historically have we used...
• Approximate Lowest Astronomical Tide
•Approximate Mean Low Water Springs
•Approximate Mean Low Water Tide
•Approximate Low Water
•Approximate Mean Sea Level
•Half Tide
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•Mean Lower Low Water
•Mean Low Water
•Mean Low Water Neaps
• Mean Low Water Springs
•Mean Sea Level (MSL)
•Mean Tide Level
•Half Tide
•Highest Astronomical Tide
•Highest High Water Large Tide
•Highest Normal High Water
•Highest High Water
•High Water Springs
•Indian Spring High Water
•Indian Spring Low Water
•Lowest Astronomical Tide (LAT)
•Lower Low Water Large Tide
Tide Terminology – Difference between MSL & MSS
• Mean Sea Surface (MSS) represents the mean state of the ocean and thereforeincludes permanent effects of global currents
– MSS models are developed based on data provided by altimetry satellites. It is notan equipotential surface
• Mean Sea Level (MSL) refers to a ‘level’ water surface, which you would get ifthe sea was perfectly at rest
– It coincides with an equipotential surface, as for example the Geoid. MSL values aremeasured with respect to the level of benchmarks on land
www.veripos.com 13 March 2012
measured with respect to the level of benchmarks on land
• Geoid is an equipotential surface which would coincide exactly with the meanocean surface of the Earth, if the oceans were in equilibrium, at rest, andextended through the continents
– Approximated by Geoid Models as for example EGM96 and EGM2008
• Dynamic Ocean Topography (DOT) is difference between MSS & Geoid/MSL.– It originates from the fact that the major ocean circulation has a (more or less) time-
invariant non-zero component (i.e. a component that does not average to zero overtime)
How Are Tides Determined
• If the oceans were static and not affected by winds and air pressure, then MSSand Geoid would be the same surfaces.
• However, there are steady currents in the ocean, driven by winds andatmospheric heating and cooling, which give rise to differences in sea levelaround the world.
• These local differences between the Geoid and MSS are described by theDynamic Ocean Topography. The DOT values range between (approximately) -
www.veripos.com 13 March 2012
Dynamic Ocean Topography. The DOT values range between (approximately) -2.5m and +1.2 m.
GNSS Positioning Technology
• Positioning is essential technology for offshore operations
– Satellite Navigation is a mature and accepted key technology
• Augmentation data from service providers allows a higher level of accuracy &precision over standalone GNSS
– Services offered range in accuracy from the metre level to thedecimetre/centimetre level
– Use of PPP (absolute) and RTK (relative) technologies
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Veripos Apex PPP Veripos Ultra PPP
Advances in Positioning Technology
• New satellite constellations and modernisation of the current systems– GPS / GLONASS / Galileo /Compass
• Will see developments with new position solutions– Different levels of accuracy
– Different combinations of satellite signals
• Combined GPS and GLONASS PPP– Improvement in solution availability and accuracy
www.veripos.com 13 March 2012
– Faster solution convergence
Apex PPP
Apex2 PPP
PPP Convergence
• Using GPS & GLONASS improves the convergence time of the PPP solution
Apex PPP
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Apex2 PPP
PPP and Geoid Tides – VERIPOS Implementation
• Reduce the effect of heave, pitch and roll by averaging the PPP high-accuracyheights
• Ensure position is accurate PPP position (not DGPS or converging)– Use QC tag to Error Ellipse/SD threshold of less than 0.1m
www.veripos.com 13 March 2012
• After 39hrs de-tide the heights by using the Doodson filter derived MSS estimate
• Leave actual tidal reduction to client, i.e. antenna offsets, draft & squat
PPP Tide
• Based on the Doodson filter
• Simple X0 filter designed to damp out the main tidal
frequencies
• It takes hourly values, 19 values either side of the
central one
JOB No:CLIENT:PROJECT:
Diagram: The surveyor shall provide a diagram showingthe points of reference and measurements.
Hour # Date TimeObserved
Height (H)
Doodson
Multiplier (M)H x M
0 1 01 0 02 1 03 0 04 0 05 1 0
(By 39 Hourly Observations / Doodson Filter)
MSL TIDAL OBSERVATIONS
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central one
• Produces a MSS estimate
• Used at static tide gauges
• Can be used in a dynamic environment
5 1 06 0 07 1 08 1 09 0 0
10 2 011 0 012 1 013 1 014 0 015 2 016 1 017 1 018 2 019 0 020 2 021 1 022 1 023 2 024 0 025 1 026 1 027 0 028 2 029 0 030 1 031 1 032 0 033 1 034 0 035 0 036 1 037 0 038 1 0
Sum = 30 0MSL = S (HM) / 30 = 0
Geoid Tide
- PPP Tide
- can only be calculated after 39 hours
- Unbiased but long initialisation
- Vertical reference: Actual MSS
- Geoid Tide
- can be calculated instantaneously
- Instantaneous but biased
- Vertical reference: Geoid Model
www.veripos.com 13 March 2012
• Ultra Tide = Avg. Ultra/Apex Height – Doodson output (VQC estimated)
• Geoid Tide = Avg. Ultra/Apex Height – Antenna Height (user entered)
Reducing Antenna Height to Sea Surface
• The vertical offset between the vessel waterline and the phase centre need to beknown
– Better than 10cm level, otherwise, bias introduced
• Recommended to repeat the height measurement at regular intervals, particularlywhen there is a draft change
• User measured height is only used to calculate GeoidTide, not for PPPTide
www.veripos.com 13 March 2012
The Future
• Use DNSC08 Mean Sea Surface Model– Makes GeoidTide unbiased
– Instantaneous Tide relative to MSS - better solution
• Real-time measurement of pitch/roll (INS sensors)
• Other techniques for tide reduction (e.g. direct reduction)
• Tidal harmonic analysis of GNSS tide data to derive tide constituents
www.veripos.com 13 March 2012
• Link to the UK VORF (Vertical Offshore Reference Frame)– Tides relative to the ETRF/GRS80 (~WGS84) can be converted to other
offshore vertical datums in the UK/Ireland
VORF
• Why VORF
– GNSS important in offshore survey
– LIDAR and multibeam
– Datum fusion
– Consistent datum
• Helps improve bathymetric data processing
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• Helps improve bathymetric data processing
– Less complex
– Real-time reducing post-processing requirement
– Improved accuracy
– Improved consistency because data can be relate directly to chart datum
– Disadvantage is that only limited to UK waters