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Published by the Hydrographic Society Benelux; All copyrights: Hydrographic Society Benelux, 2012; ISBN: 978-90-365-3470-3; DOI: 10.3990/2.219; This digital publication is permanently available online at <strong>proceedings</strong>.utwente.nl. 2 | Hydro12
Contents J. Aardoom - Creating a Current Atlas for the Port of Zeebrugge - - - - 5 A. Armstrong - Towards New Standards of Competence for Hydrographers and Nautical Cartographers 11 O. Cantrill - The CARIS Engineering Analysis Module - - - - - 17 R.M. Capperucci Sediment vs Topographic micro Roughness - - - - - 23 S. Claeys - Fluid mud density determination in navigational channels - - - 29 C. Collins - The Progression of Multi-Dimensional Water Column Analysis - - 35 R. Côté - Backscatter ”From Ping to Database” - - - - - 41 M. Dauwe - Hydrographic Training in Belgium - - - - - - 45 D. Depreiter - Flexible Disposal Strategy in the Scheldt Estuary - - - - 51 T. van Dijk - Quantified sea-bed dynamics of the Netherlands Continental Shelf - - 57 J. Dumollin - Inland Electronic Navigation Chart production - - - - 63 J.B. Ferreira Fontes Deepening of the Port of Santos – Brazil - - - - - 69 C. Gautier - Hydrodynamic Data from Radar Observations - - - - 75 L. Gee - Is Multibeam Water Column Data Really Worth the Disk Space? - - 81 S. Harper - New Data Quality Visualisation Methods in ECDIS - - - - 87 P.T. Harris - From seafloor geomorphology to predictive habitat mapping - - - 93 H. Hein - Computer-aided quality assurance of historic tide-gauge records - - 99 T. Hiller - Measuring Bathymetric Uncertainty of the EdgeTech 4600 Sonar - - 105 T. Hiller - Positioning Small AUVs for Deeper Water Surveys Using Inverted USBL - 111 M. Hounjet - Accurate water levels using PREMO - - - - - 117 M. Journault - High Precision Hydrography in Canada - - - - - 123 N. Kinneging - River bed classification using multi-beam echo-sounder backscatter data - 129 S. de Kleermaeker A New Coastal Flood Forecasting System for the Netherlands - - - 135 J.K. Klippen - Source data collection, handling, management and integration - - - 141 F. Köster - Integrated Bathymetric Data Management in the Port of Hamburg - - 147 M. Kol - Determining rock quantities using swathe techniques on Maasvlakte 2 - - 153 R. Longhorn - Assessing the Impact of INSPIRE on Related EU Marine Directives - - 159 D. Mallace - Managing bathymetric data in a hydrographic survey company - - - 165 R.M. Malyankar Digital Mariner’s Routeing Guide - - - - - - 177 T. Mason - Beyond bathymetry - coastal marine mapping - - - - 183 M. Mathys - A lithological and morphological map of the Lower Scheldt estuary - - 189 M. van de Munt - INS aided subsurface positioning for ROV surveys - - - - 195 S. Murthy - Recruiting and Training for the Future - - - - - 203 H.O. Odunsi - Satellite remote sensing and coastal sediment monitoring - - - 209 Y. Plancke - High resolution topo-bathymetric and flow measurements - - - 215 B.M.J. Possel - Key Elements of Remote Offshore Survey Operations - - - - 223 J. Pötrönen - High Resolution Multibeam Survey and Mobile Laser Scanning - - 229 V. Putans - Sediment waves: geohazard or geofeature? - - - - - 233 B. Ruesink - Innovative Positioning System Integration for Tunnel Construction - - 239 S. Rütten - Results of operational sea-wave monitoring with radar gauges - - - 247 S. Salter - How deep will the water be? - - - - - - 253 L. Schiller - Comprehensive Definition and Systematic Subdivision of Hydrography - - 259 N. Seube - Calibration of Vessel Mounted LiDAR - - - - - 265 N. Seube - Hydrographic surveying course through international joint diplomas - - 277 N. Seube - International Cooperation in Education: The VASSIVIERE Program 2011-2013 - 281 C. Slobbe - Lowest Astronomical Tide in the North Sea - - - - - 289 B. Spelt - The SBW field measurement program - - - - - 295 E. Stuifbergen - Deep Water Dredging and Maintenance in the Offshore Industry - - 301 R. Thain - Meeting professional standards through distance e-learning - - - 307 D. Ventura - Utility of Airborne Lidar Bathymetry in Extreme Coastal Environments - - 311 E. Verfaillie - The BLAST decision support system based on climate change - - - 319 K. de Vries - Monitoring silt content in sediments off the Dutch Coast - - - 325 C. Werner - Application of high resolution acoustics for fluid sediments - - - 331 A.P. Wiersma - High-resolution geophysical survey in southern Kenya - - - 337 A. de Wulf - Grid Models versus TIN: Geometric Accuracy of Multibeam Data Processing - 343 Hydro12 | 3
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Page 8 and 9: (a) (b) Figure 2: Survey vessels us
Page 10 and 11: (a) Figure 6: The application of a
Page 14 and 15: (2). The Board Secretariat is provi
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Page 18 and 19: ing it in line with current expecta
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Page 22 and 23: METHOD VOLUME m 3 DIFFERENCE m 3 VO
Page 24 and 25: Table 3: Volume results and proces
Page 26 and 27: Figure 1 a) The Jade region, with t
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Page 36 and 37: dredged depends on which density me
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Page 44 and 45: always reliable. Once again, CHS is
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the different disposal strategies.
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Table 2: Maximum permitted disposal
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IMDC. Monitoringprogramma flexibel
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available for the NCS only recently
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Figure 2: Grid showing the differen
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“Spatial differences in sand wave
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navigation and voyage planning. [IE
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Suite. The bathymetry is exported f
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The Brazilian environmental authori
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Table 01: The deepening project of
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of both echo sounders systems contr
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The radar antenna on top of the Ame
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Figure 3.1: Measurement locations a
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4. DISCUSSION The radar observation
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UNIFIED GENERIC WATER COLUMN FORMAT
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inging prototype developments from
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applications. The use of an off-the
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• As a minimum the constituent el
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Figure 2 shows the DQWG’s first d
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y hydrographic surveyors for the pr
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in the Great Barrier Reef. Most nea
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given years equidistant points with
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Figure 3: Examples for filled gabs
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ACKNOWLEDGEMENT The results of this
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Figure 1 : Survey vessel and bow mo
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Figure 4: 3D sun-illuminated view o
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Hydrographic Review, No 5, pps 52-6
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an example of this, small AUVs are
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Using the bearing, sound velocity p
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with research institute Deltares. D
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Figure 4: Survey track presented in
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THE STANDARDS for Hydrographic Surv
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volume computation and visualisatio
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CONTACT DETAILS Richard SANFAÇON C
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i th PDF, respectively, and c i is
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Figure 3: Pdfs fitted in the backsc
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accurate and robust numerical model
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Figure 2: Spatial display of the So
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CONCLUSION Generating a forecast in
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Figure 1 - Traditional NtM based up
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Figure 6 - Screen sample of source
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Figure 1: Overview of selected appl
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Figure 3: (left) In the CARIS Bathy
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CONTACT DETAILS Frank KÖSTER Hambu
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Figure 1: Trial set-up in the test-
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Quantitative results Table 1 shows
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errors. This applies particularly t
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communities. As you can see, 20 of
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Article 7 of the Directive: ”Wher
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EC, European Commission. 2000. Dire
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(developed by the OGP Geomatics Com
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Figure 3: BAG creation in Fledermau
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through the mosaic dataset through
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Figure 11: Proposed survey area ove
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Figure 13: ArcMap showing the conto
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STANDARDS-BASED INFORMATION The IHO
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Figure 2: Organised text-based pres
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and test bed for exploring the stan
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METHODS The swath bathymetry data c
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with difficulty, let alone for the
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André COCUCCIO is a marine geoscie
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ship recorded the deep channel area
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settings on the resulting classific
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ACKNOWLEDGEMENTS We want to thank t
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For both tests, offshore NW Austral
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digital terrain models along the pi
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Figure 4: Relative uncertainty over
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• What do we need from the course
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Experiential Learning at a Macro an
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e-learning, just-in-time techniques
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Figure 1: Image of NigeriaSat2 ©NA
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on spatial variation than the tradi
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Figure 1: Western Scheldt with disp
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one of the alternatives investigate
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sounding maps, the stability of the
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Many of the global Internet systems
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In addition to that an increase in
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Figure 2: Combined multibeam and la
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Figure 1 (left): Geomorphiligy sche
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correlation (pipes and chimneys). M
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Figure 3. Immersion pontoons at moo
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Final immersion phase Figure 7. Tau
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Figure 11. Immersion command center
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distance between the radar and the
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For a wind speed of 16 m/s at 240°
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There are currently many projects u
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ACCURACY A useful technique for ass
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of waters; 6 shape of the bottom of
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Object of investigation of hydrogra
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Most tactical grade IMU systems (wi
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Figure 1: Spherical targets scans.
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It is also very important to mentio
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⎛⎛ cψcθ cψsθsϕ + sψcϕ
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Figure 5: Boresight errors with 1mm
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[Seube et al. 2011]. Before 2005, t
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(LiDAR, sonars, TLS, etc.); 4. Give
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eports to the staff. Moreover, the
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Figure 5: 3D view of the Vassivièr
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elow LAT. On the other hand, it is
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Between 95 and 103 constituents are
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water model, and an assessment of i
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permanent wave measuring stations i
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Figure 2: Measurement configuration
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on a regular basis with respect to
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Various sensors are placed on the e
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Figure 4. Forward looking SeaBat 71
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e-learning, however, some of the ke
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REFERENCES Lynette R. Porter, Devel
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and “Sha’ab Al Kaber” was gen
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surface waves; tidal streams and cu
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Figure 5: Complex reefs in Saudi Ar
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farm (score c i ) and are weighted
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the Wave ecological energy converto
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of Suspended Particulate Matter (SP
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Figure 3: result of the monitoring
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preferably at locations with highes
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After calibration the geophysical p
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With a ping rate of two pings per s
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Figure 2. (left) bathymetrical mode
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for an improved estimation and can
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techniques can be made by respectiv
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Hydro12 | 349
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Author Index J. Aardoom - - - 5 A.
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Organisation Index Alfred Wegener I
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Topical index Innovations in acquis
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