Site and Hydrographic Survey Report

Size: px
Start display at page:

Download "Site and Hydrographic Survey Report"

Transcription

1 Site and Hydrographic Survey Report Aird, Loch Shieldaig April 208 Written by: Reviewed by: Approved by: Status: Date: Brian Robertson Penny Hawdon Marc Browne FIAL 30th April 208 The Scottish Salmon Company 8 Melville Crescent Edinburgh EH3 7JA

2 Introduction 2 Site description 3 Survey programme 3. Current meter set up 3. 2 Weather station set up 3. 3 Current meter configuration file 3. Mooring system Bathymetry and site survey 5 Data processing 5. ADCP data 5. 2 Magnetic heading corrections 5. 3 Hydrographic survey results 5. Summary statistics 5. 5 Meterological results 6 Discussion Annex. HG7 analysis summaries 2. ADCP Specification 3. Site map The Scottish Salmon Company r s scour s= a' '

3 C2 ITRDUCTI This report describes the methods used to collect current speed and direction data and spot depths at the Aird salmon farm site, and presents the outcomes of the survey. This deployment was carried out using a Teledyne RD Instruments Acoustic Doppler Current Profiler (Sentinel V50 ADCP) mounted in a weighted seabed frame. Analyses were carried out in accordance with SEPA guidelines ( Regulation and monitoring of marine cage fish farming in Scotland - a procedures manual. Attachment VIII Site and Hydrographic Survey Requirements. Version 2. 7, 35' ctober 2008). 2 SITE DESCRIPTI The hydrographic survey site is located on the west side of Loch Shieldaig, within Loch Torridon at the north side of the existing Scottish Salmon Company ( SSC) Aird farm site. There were 0 cages on site at the time of survey. Within the survey area the seabed slopes eastwards to water depths > 50m. There is an area of very shallow water (' Dora Rock') in the southern part of the survey area. a Loch Torrklon Loch Shieldaig g Aird 00 Q D Skm Figure : Location of Aird, Loch Shieldaig Rafscopis= The Scottish Salmon Company 208 Son. C

4 3 SURVEY PRGRAMME 3. Current meter setup The ADCP deployment position was ( WGS8) ' 005a. 70' W ( G ) which is 70m from the new proposed site centre for Aird. Detailed specifications for the ADCP are located in the Annex 2. The hydrographic data collection period was from 0th July 207 to 0th August 207. A half -lunar 5 -day period of data was analysed for this report; from 9th July 207 to 3`d August 207. Positioning forthe survey was provided by GPS and compatible chart plotter as installed on the SSC landing craft and was backed up using a Garmin handheld GPS with minimum 8 satellite coverage Weather station set up Meteorological data was obtained from the Gairloch weather station at ( WGS8) ' ' W ( G ), approximately 20km due north of the site. The data was provided via the website com 3. 3 Current meter configuration file Table : Sentinel V50 ADCP configuration files ADCP model Sentinel V50 ADCP serial number 276 umber of cells 37 Cell size m. 2 First cell centre range m 2. 7 Start date and time UTC 0/ 07/ 207 6: 00 Time between ensembles minutes 20 Ping interval seconds umber of pings 300 Transducer orientation U Magnetic variation 0 Cell Standard Deviation cm/s 33 Instrument std.dev [for. 2m cells] (cm/s) The ADCP was configured at the time of deployment having established the water depth and expected tidal range on site. This was carried out on the instrument settings using a laptop with wireless connectivity. The Scottish Salmon Company 208

5 3. Mooring system The ADCP was fixed in a gimballed, weighted sea bed frame. The head of the ADCP was 5m from the seabed throughout the deployment. Internal parameters for pitch, roll and heading were checked post -deployment to ensure a stable position was maintained throughout. BATHYMETRY AD SITE SURVEY A full bathymetric survey was carried out using a Garmin portable chart plotter with acoustic sounder on 8th ctober 207. Boat GPS was used at the start of the survey to verify accuracy to return positional information ( WGS8). Both devices received a minimum of 8 satellite coverage throughout the survey. Recorded depths were corrected to Chart Datum ( CD) using Admiralty Total Tide software and referenced against tide predictions for the secondary port Shieldaig. The bathymetric survey concluded that chart data was reliable throughout the development area. The bathymetry plot and selected depth soundings are provided below: x a YM B I D E Co03 :' I K 09T" alch SHIELD. UG 3} Figure 3: Bathymetric plot The Scottish Salmon Company 208 s "

6 Table 2: Bathymetric data Sounding GPS Position Latitude ( ) Longitude ( W) Eastings orthings Time UTC) Measured depth ( m) Tide height ( m) Corrected depth ( m) A B C D E F G j H I J K L M P DATA PRCESSIG 5. ADCP data Data was extracted from the ADCP by downloading to laptop wirelessly. From there the data was extracted to a bespoke programme ' Velocity' for processing, then later to Excel. SEPA specifies that data should be presented for specific depths, therefore the data was selected Sub -surface - deployment against the following requirements; from a depth 5m below the lowest predicted spring tide during the period Cage -bottom - at a depth corresponding to the bottom of the cages at mean sea level t m ear -bottom - as close to the bed as practicable Mean tidal height recorded by the ADCP during the deployment was 3. 55m from the seabed, with a minimum tidal height for the deployment of m. Cage depth was assumed to be 0m. ear -bottom, cage -bottom and sub -surface depths were taken at distances of 2. 97m, 9. 77m and 2. 57m respectively from the sea bed. The Scottish Salmon Company 208

7 Table 3: Deployment depth details Measured depth at deployment Predicted tidal height at deployment from Admira ty tide tables Corrected depth at deployment (CD) Lowest predicted tide during deployment Charted mean sea level ( range) Average tidal height Mean sea level height above bed ( MSL) Assumed cage depth ADCP mooring height Mean ADCP recorded pressure incl. height 3. m 2. 70m 28. m 0m 5. 0m 3. 0m 3. 5 m 00M 50m 3. 55m Mean cell height above seabed Surfacecell Mid cell Bed cell 2. 57m 9. 77m 2. 97m Mean cell depth below Chart Datum depth Surface cell 3.8m Mid cell 8. 6m Bed cell 25. m Hydrographic Hydrographic data data were were analysed analysed using using the the SEPA SEPA tool tool HGdata_ HGdata_ analysis_ analysis_ v7, v7, running running in in Excel. Excel. HG7 HG7 data data summaries summaries can can be be found found in in the the Annex. Annex. Pre- Pre- and and post post - - deployment deployment values values were were rejected rejected from from the the dataset, dataset, restricting restricting the the dataset dataset to to records. records. Data Data quality quality was was confirmed confirmed by by calculation calculation of of the the standard standard deviation deviation ( ( std. std. dev) dev) at at each each of of the the chosen chosen depths depths cells cells using using the the exported exported ' ' Percent Percent Good' Good' data data from from Velocity. Velocity. The The calculated calculated std. std. dev dev was was then then compared compared against against the the expected expected cell cell std. std. dev dev ( ( in in this this case case cm/ cm/ s) s) and and confirmed confirmed to to fall fall within within the the SEPA SEPA guideline guideline of of 22 cm/ cm/ s. s. Percent Percent Good' Good' is is the the percentage percentage of of valid valid pings pings used used to to calculate calculate the the std. std. dev. dev. In In this this case, case, the the exported exported data data used used is is PG PG ( ( percent percent of of good good data data computed computed from from 33 beams) beams) and and PG PG ( ( percentage percentage of of good good data data from from beams) beams) from from the the meter meter to to calculate calculate the the std. std. dev dev as as follows: follows: Cell Cell std. std. dev dev = = Instrument Instrument std. std. dev dev / / q q [ [ no. no. of of pings pings x x { {( ( PG PG + + PG) PG) / / ) ] ) ] The The Cell Cell std. std. dev dev for for surface, surface, mid mid and and bed bed cells cells all all calculated calculated out out as as cm/ cm/ s, s, indicating indicating the the data data set set was was of of an an extremely extremely high high quality. quality Magnetic Magnetic heading heading corrections corrections AA Grid Grid Magnetic Magnetic Angle Angle of of 5580W 5580W ( ( from from www. www. geomag. geomag. bgs. bgs. ac. ac. uk/ uk/ HH The The Scottish Scottish Salmon Salmon Company Company

8 dataservice/ charts_ navig/ gma_ calc. html) was applied and grid convergence ( from HGd_ata_ analysis_ v7) was W to give an overall declination of Table : Magnetic heading corrections Date I Lat I Long I GR_X GR_Y mag. dec I grid conv. I GMA 9/ 07/ W % W 558- W otes: positions recorded to WGS8, and converted to SGB36 using ST97 magnetic declination from US- AA Geomagnetism website grid convergence from S corrections tool grid magnetic angle = magnetic declination - grid convergence 5. 3 Hydrographic survey results Pitch, roll and heading exhibited very slight variations during the deployment from to -. 60, to and to respectively. These results are within acceptable limits for the instrument and indicate a stable deployment. The data quality calculation is described in section 5., and verifies that data isof good quality. Data cells representative to bed, cage depth and sub -surface were extracted from the data set using Velocity. A summary of processed statistical data is provided in Table The Scottish Salmon Company 208

9 5. Summary statistics Table 5: Summary statistic table Bed Mid Surface o. of records Start date / time UTC 9/ 07/ 7: 00 9/ 07/ 7: 00 9/ 07/ 7 : 00 End date/ time 03/ 08/ 7: 00 03/ 08/ 7: 00 03/ 08/ 7 : 00 Mean velocity m/ s Minimum velocity m/ s Maximum velocity( m/ s Ranked % of mean velocity Ranked % of 3 cm/ s Ranked % of. 5 cm/ s Ranked % of 9. 5 cm/ s Residual velocity m/ s Residual direction T Major axis T Residual parallel m/ s Residual normal m/ s Amplitude parallel m/ s 3 7 Amplitude normal m/ s Amplitude anisotropy The Scottish Salmon Company Company 208

10 5. 5 Meteorological results The data from the weather station deployed at Gairloch was analysed using the SEPA tool HGdata_ analysis_ v7. HG7 data summaries can be found in Annex. The data from this weather station exhibits no recorded wind speeds in excess of 0m/ s. Mean wind speed over the whole deployment was 2. 5m/ s. The deployment period therefore met the requirement of mean daily wind speed < 0m/ s. DISCUSSI bserved depth data sets were shown to be consistent with charted depths. Pressure and altitude records showed no evidence of problems with the deployment such as mooring dragging or excessive movement of the seabed mooring frame. The tidal height range and time series are consistent with predicted tidal heights. In general, the site was characterised by moderate/ strong tidal energy. Surface velocity was found to be almost double the bed velocity. Surface, cage depth and bed cell current directions were all observed to dominate in a north to north- north- west direction. Velocities were moderate/ strong, with a maximum recorded velocity of 99 m/ s. The re -suspension threshold of 9.5cm/ s was exceeded 9% of the time for the near - bed data. The site is therefore likely to experience re -suspension and may result in moderate export of released solids in AutoDepomod modelling. Velocity and direction showed clear 2. 5h periodicity at all depths; and velocity showed clear spring neap variation. Current directions were parallel to bathymetric contours and would correspond with prospective cage layout running parallel to the shoreline. Residual current vectors were orientated north at bed cell and towards north- north-west for the cage depth and surface cells. Meteorological data shows no major effect on the surface current. verall, the recorded data are indicative of a moderately flushed site and is considered suitable for development in terms of hydrography and bathymetry. This dataset is considered to provide a good basis for AutoDepomod modelling. 0 s The Scottish Salmon Company 208 ''^-.

11 00 pop 5 Lq 2 ] ci i5 m 0 ff- W 0 Ffzz QDW- Le offce nrw LIQPT- SZ 0( wwtz qopwu 0 PW cc V W - Lc 0 & rvw zo Lm STco

12 6 3 F a o Bny so o Bny po 0 Bw co 0 enwo 0 my to o inr Le 0 lnroe 0 MR o In" Z 0Inra 0InroZ 0 mr9z 0 lnr> z 0lnrez 0Inrzz uo Inr z o inroz o lnr6l omr% C C G ono on oo Yom Shoo 6 3 F a o Bny so o Bny po 0 Bw co 0 enwo 0 my to o inr Le 0 lnroe 0 MR o In" Z 0Inra 0InroZ 0 mr9z 0 lnr> z 0lnrez 0Inrzz uo Inr z o inroz o lnr6l omr% C C G

13 06ntl" f0 0 6ntl' 0 3 V 6ntl f0. n: n' V 6ntl- Z n: F n: 06ntl- 0 : 0^ f- lc I 0nf- E rl n' I 0nf- 6Z : 0nfZ 0nf- LZ. 0nf- 6Z L I 0nf9Z 0nf- Z 0^ fyz 0nhZL n 0 tnf- R Il, 0^ f - Z 0 W- 6 00` 6{ c o M H 6 li? o A f T ymo a mem mm o o c 06ntl" f0 0 6ntl' 0 3 V 6ntl f0. n: n' V 6ntl- Z n: F n: 06ntl- 0 : 0^ f- lc I 0nf- E rl n' I 0nf- 6Z : 0nfZ 0nf- LZ. 0nf- 6Z L I 0nf9Z 0nf- Z 0^ fyz 0nhZL n 0 tnf- R Il, 0^ f - Z 0 W- 6 00` 6{ c o M H 6 A f mem mm 5 a h.' 3 C 06ntl" f0 0 6ntl' 0 3 V 6ntl f0 n:. n' V 6ntl- Z n: F n: 06ntl- 0 : 0^ f- lc I 0nf- E rl n' I 0nf- 6Z : 0nfZ 0nf- LZ. 0nf- 6Z L I 0nf9Z 0nf- Z 0^ fyz 0nhZL n 0 tnf- R Il, 0^ f - Z 0 W- 6 00` 6{ c o H M

14 + f^ p. 6 B 0 2 ' 0 A0 0 CI 0 r0 r 0 t0 MM CI r 0 m Zw" 0 0 i S 0

15 AEX 2 ADCP Specification Depth Cell Sim' Commvmunmm and Rerwding Depth Ceti Sim' 25m 3m5m 20m. Loin 6.m Wireless Internal memory Roble paramrtert Velocity accuracy Fara hrcensny Profile Transdowr and irdware Velocity resolution Velocityrarge ping rate Vertnat resolution Dynamic range Recision Beam Canfiguation angle Depth rating Materials V20( 00DFIh) V50( SDIdtr) VI00( 300ktr) Ragelmyr Std Dev( crsy' Range( my' Std Deviantsµ' Range ( my I Std Dev( ersy' Wide/ Hanov, Wide/ arrov Wide/ anow Wide/ amwv, wde/araw Wide/ arrow 8.0/ / / 0./ / 2.9 7/ 3.. / / V / / / / / 29. 7/ / / / 3 269/ 320 8/ / 78. 7/ 3. 6' / / , 7/ / 3. 3 b/ gyn ne 606 Micm SD Card included V20V50: 0 5% of the water velocity relative to the ADCP = 3crrys 00: 05% of the water velocity relative to the ADCP 0 Santis. SnVs lcmvs( defaut52( hms (maxim iii Up is 2 Depth tell size 8dB Still 25 beancomex; Sth beam vertical 200M Transducer, hauvng, and end cap: plastic Connector metal sbe0 Standard Sensors power Temperature pmweed on trmea seq CWS lmgerpiicihr SeInIXI Tilt tmemsar aomatm) Pressure senior ( mounted on transducer) External DC inert Imemalbatteryvaltage Battery caps ty; over- C Battery C Range - 5 to 5 C, praisisn * A- C, resolution - Accuracy 2' AMS. resolution 0 V, maxdip angle 85' Pitch range 90'. roll range 80, acuraq 2' RMS predskm DS' RMS, resolution V Range 300nc accuracy l%fs 8/0( 2-20VDC new 00 wan hours pypltnl) SI wart hours Sofrnare Teledyne RDI' s new software included Eonmiuremal Standard depth rating 200m perating temperature. 5* m 5- C Storage temperature 0irMm Mnnes) - So' to 60'( Weight in air 7Skg - 6.kg Weight in water. 6kg- 6kg Ready/ - Pre - deployment esting. planning, and data recovery) ` Velocity - Poor processing ( data handing. display. and export)" Available ptiom External battery came AC/ DC power convener Rh beam ( at time of order only) Waves pmcessirg Straight or right angle metal shell connettpr Daemion, Special configuration drawing available upon request I Vwtuwnla9naamm amea' RxaraeSYnaYa 2 aytwrangpuauwra. n sx, a. rrwa ttpawen... pnemme WYkirT} MopY. 5\ evey. 6x cm} e bmehwba6tlenlaemal ranbvgeprgm S wnnaooaewwrreel. w s wesr saarm... emam The Scottish Salmon Company 208 5

16 l LID l i wi 7 - x- SS e R a a LL m t LL Q E J U F rm ma L k s I Z 0 u am C ur W m 00nm ca m «Ua a3 o w ma tm 2 m mc T Em m 9 ca Cl) m 0 CD LID E E

HYDROGRAPHIC AND SITE SURVEY REPORT

HYDROGRAPHIC AND SITE SURVEY REPORT HYDROGRAPHIC AND SITE SURVEY REPORT Proposed Pen Site at Dounie, Sound of Jura Prepared for: Kames Fish Farming Ltd Kilmelford Argyll PA34 4XA Tel: +44 (0)1631 720699 TransTech Limited www.transtechltd.com

More information

Sconser Quarry, Caol Mor

Sconser Quarry, Caol Mor Sconser Quarry, Caol Mor AUTODEPOMOD MODELLIN G REPORT 4.2017 Registered in Scotland No. 138843 Registered Office, 1st Floor, Admiralty Park, Admiralty Road, Rosyth, FIFE, KY11 2YW Marine Harvest ( Scotland)

More information

SHORT- AND LONG- TERM MODELLING IN SUPPORT OF SEA LICE BATH TREATMENTS AZAMETHIPHOS, CYPERMETHRIN AND DELTAMETHRIN

SHORT- AND LONG- TERM MODELLING IN SUPPORT OF SEA LICE BATH TREATMENTS AZAMETHIPHOS, CYPERMETHRIN AND DELTAMETHRIN ANDERSON MARINE SURVEYS LTD. Croabh, Tighnabruaich, Argyll. PA21 2DY Tel/Fax: 01700 811677 Email: amsl@sol. co.uk Report To: The Scottish Salmon Company Ltd Report No: 14/12.2 Issued By: Checked By: Status:

More information

Bagh Dail nan Ceann ( BDNC) Salmon Farm, Loch Shuna

Bagh Dail nan Ceann ( BDNC) Salmon Farm, Loch Shuna Bagh Dail nan Ceann ( BDNC) Salmon Farm, Loch Shuna AUTODEPOMOD MODELLIN G REPORT 09. 2016V1 REPORT WRITTEN BY ENVIRONMENTA L ANALYST) CHECKED BY ENVIRONMENTAL MAN AGER) Registered in Scotland No. 138843

More information

14/10/2013' Bathymetric Survey. egm502 seafloor mapping

14/10/2013' Bathymetric Survey. egm502 seafloor mapping egm502 seafloor mapping lecture 10 single-beam echo-sounders Bathymetric Survey Bathymetry is the measurement of water depths - bathymetry is the underwater equivalent of terrestrial topography. A transect

More information

TRIAXYS Acoustic Doppler Current Profiler Comparison Study

TRIAXYS Acoustic Doppler Current Profiler Comparison Study TRIAXYS Acoustic Doppler Current Profiler Comparison Study By Randolph Kashino, Axys Technologies Inc. Tony Ethier, Axys Technologies Inc. Reo Phillips, Axys Technologies Inc. February 2 Figure 1. Nortek

More information

CONSTRUCTION OF LNG RECEIVING TERMINAL ON THE SAINT LAWRENCE TIDAL CURRENT CONDITIONS IN THE LEVIS AREA

CONSTRUCTION OF LNG RECEIVING TERMINAL ON THE SAINT LAWRENCE TIDAL CURRENT CONDITIONS IN THE LEVIS AREA RABASKA PROJECT CONSTRUCTION OF LNG RECEIVING TERMINAL ON THE SAINT LAWRENCE TIDAL CURRENT CONDITIONS IN THE LEVIS AREA FINAL REPORT MARCH 2006 N/Réf. : 24237.360 3075, ch. des Quatre-Bourgeois Sainte-Foy

More information

BASELINE SURVEY, VISUAL - SITE SPECIFIC

BASELINE SURVEY, VISUAL - SITE SPECIFIC BASELINE SURVEY, VISUAL - SITE SPECIFIC Introduction As stated in SEPA s policy and in the Fish Farm Manual (1998), scientific data are required by SEPA in order to assess the existing condition on the

More information

NEED FOR SUPPLEMENTAL BATHYMETRIC SURVEY DATA COLLECTION

NEED FOR SUPPLEMENTAL BATHYMETRIC SURVEY DATA COLLECTION 305 West Grand Avenue, Suite 300 Montvale, New Jersey 07645 Phone 201.930.9890 Fax 201.930.9805 www.anchorqea.com M EMORANDUM To: Caroline Kwan and Nica Klaber U.S. Environmental Protection Agency Region

More information

GNSS Technology for the Determination of Real-Time Tidal Information

GNSS Technology for the Determination of Real-Time Tidal Information GNSS Technology for the Determination of Real-Time Tidal Information Benjamin Kidder C-Nav Positioning Solutions European region Outline of Topics Covered Introduction to Tides Past and Present Methods

More information

Currents measurements in the coast of Montevideo, Uruguay

Currents measurements in the coast of Montevideo, Uruguay Currents measurements in the coast of Montevideo, Uruguay M. Fossati, D. Bellón, E. Lorenzo & I. Piedra-Cueva Fluid Mechanics and Environmental Engineering Institute (IMFIA), School of Engineering, Research

More information

Surface Tracking Feature

Surface Tracking Feature TELEDYNE RD INSTRUM ENTS A Teledyne Technologies Company Application Note FSA-022 (June 2008) Surface Tracking Feature 1 Introduction The following Application Note serves as a guide of how to use the

More information

Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004

Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004 Sontek RiverSurveyor Test Plan Prepared by David S. Mueller, OSW February 20, 2004 INTRODUCTION Sontek/YSI has introduced new firmware and software for their RiverSurveyor product line. Firmware changes

More information

Robin J. Beaman. School of Earth and Environmental Sciences, James Cook University, Cairns, Qld 4870, Australia.

Robin J. Beaman. School of Earth and Environmental Sciences, James Cook University, Cairns, Qld 4870, Australia. Robin J. Beaman School of Earth and Environmental Sciences, James Cook University, Cairns, Qld 4870, Australia. Email: robin.beaman@jcu.edu.au Seminar to SSSI Qld Hydrography Coping with Nature, Brisbane,

More information

Completion of Hydrometric Survey Notes (HSN)

Completion of Hydrometric Survey Notes (HSN) Completion of Hydrometric Survey Notes (HSN) Hydrometric Survey Notes provide a place to record results and applied proper procedures for tasks undertaken in the field, such as levelling, measurements,

More information

N. Robinson and A. Pyne

N. Robinson and A. Pyne ISSN 0375 8192 March 2004 Antarctic Data Series No 26 WATER COLUMN CURRENT PROFILE ANALYSIS FROM BENEATH THE MCMURDO ICE SHELF AT WINDLESS BIGHT AND UNDER THE SEA ICE IN GRANITE HARBOUR, ANTARCTICA N.

More information

ICES Guidelines for Multibeam Echosounder Data (Compiled September 2006)

ICES Guidelines for Multibeam Echosounder Data (Compiled September 2006) ICES Guidelines for Multibeam Echosounder Data (Compiled September 2006) If you are considering producing a hydrographic survey please read the following information first. Your survey could be used to

More information

ENVIRONMENT AGENCY GREAT OUSE AND 100 FT DRAIN QUARTERLY BATHYMETRIC SURVEY DECEMBER 2013 SITE SURVEY REPORT NO. H6787

ENVIRONMENT AGENCY GREAT OUSE AND 100 FT DRAIN QUARTERLY BATHYMETRIC SURVEY DECEMBER 2013 SITE SURVEY REPORT NO. H6787 ENVIRONMENT AGENCY GREAT OUSE AND 100FT DRAIN QUARTERLY BATHYMETRIC SURVEY DECEMBER 2013 NO. H6787 LONGDIN & BROWNING (SURVEYS) LIMITED CHERRY TREE HOUSE CARMARTHEN ROAD SWANSEA SA1 1HE H6787 1 Measured

More information

1 st Tidal and Water Level Working Group Meeting DHN, Niteroi, Brazil 31/03/09 02/04/09 Vertical Offshore Reference Framework (VORF) Chris Jones

1 st Tidal and Water Level Working Group Meeting DHN, Niteroi, Brazil 31/03/09 02/04/09 Vertical Offshore Reference Framework (VORF) Chris Jones 1 st Tidal and Water Level Working Group Meeting DHN, Niteroi, Brazil 31/03/09 02/04/09 Vertical Offshore Reference Framework (VORF) Chris Jones United Kingdom Hydrographic Office Presentation Structure

More information

Appendix 5: Currents in Minas Basin. (Oceans Ltd. 2009)

Appendix 5: Currents in Minas Basin. (Oceans Ltd. 2009) Appendix 5: Currents in Minas Basin (Oceans Ltd. 29) Current in Minas Basin May 1, 28 March 29, 29 Submitted To: Minas Basin Pulp and Power P.O. Box 41 53 Prince Street Hansport, NS, BP 1P by 22, Purdy

More information

BOTTOM MAPPING WITH EM1002 /EM300 /TOPAS Calibration of the Simrad EM300 and EM1002 Multibeam Echo Sounders in the Langryggene calibration area.

BOTTOM MAPPING WITH EM1002 /EM300 /TOPAS Calibration of the Simrad EM300 and EM1002 Multibeam Echo Sounders in the Langryggene calibration area. BOTTOM MAPPING WITH EM1002 /EM300 /TOPAS Calibration of the Simrad EM300 and EM1002 Multibeam Echo Sounders in the Langryggene calibration area. by Igor Kazantsev Haflidi Haflidason Asgeir Steinsland Introduction

More information

DUKC Chart Overlay. Presentation to IHO TWL and DQ Working Groups Wollongong, March 2014

DUKC Chart Overlay. Presentation to IHO TWL and DQ Working Groups Wollongong, March 2014 DUKC Chart Overlay Presentation to IHO TWL and DQ Working Groups Wollongong, March 2014 Outline Who is OMC? DUKC description & methodology. DUKC Chart Overlay concept. Chart Overlay application example.

More information

Marine Renewables Industry Association. Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling

Marine Renewables Industry Association. Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling Marine Renewables Industry Association Marine Renewables Industry: Requirements for Oceanographic Measurements, Data Processing and Modelling October 2009 Table of Contents 1. Introduction... 1 2. Measurements

More information

- TD 262b OPERATING MANUAL PRODUCT XXXX Date February 2013 OPERATING MANUAL SEAGUARD RCM

- TD 262b OPERATING MANUAL PRODUCT XXXX Date February 2013 OPERATING MANUAL SEAGUARD RCM - TD 262b OPERATING MANUAL PRODUCT XXXX Date February 2013 OPERATING MANUAL SEAGUARD RCM Page 2 1 st Edition 20 October 2006 2 nd Edition 29 March 2007 3 rd Edition 23 October 2007 4 th Edition 14 February

More information

Interim Operating Procedures for SonTek RiverSurveyor M9/S5

Interim Operating Procedures for SonTek RiverSurveyor M9/S5 Hydroacoustics Technical Working Group: Task 2.3 Fully operationalize auto-adapting ADCPs Interim Operating Procedures for SonTek RiverSurveyor M9/S5 P Campbell, E. Jamieson, F Rainville, A Du Cap, 2014

More information

Introduction. VORF - Model Development and Principles. The required VORF model transformation accuracies were as follows:

Introduction. VORF - Model Development and Principles. The required VORF model transformation accuracies were as follows: Introduction In 2006, the United Kingdom Hydrographic Office (UKHO) began testing of the Vertical Offshore Reference Frame (VORF), which had been developed on their behalf by the Department of Geomatic

More information

Evaluation of the Klein HydroChart 3500 Interferometric Bathymetry Sonar for NOAA Sea Floor Mapping

Evaluation of the Klein HydroChart 3500 Interferometric Bathymetry Sonar for NOAA Sea Floor Mapping Evaluation of the Klein HydroChart 3500 Interferometric Bathymetry Sonar for NOAA Sea Floor Mapping Yuhui Ai, Straud Armstrong and Dean Fleury L-3 Communications Klein Associates, Inc. 11 Klein Dr. Salem,

More information

Offshore Wind Energy Stringent quality assurance and quality control. Coastal and Freshwater Fast responding and flexible organisation

Offshore Wind Energy Stringent quality assurance and quality control. Coastal and Freshwater Fast responding and flexible organisation Services Oceanographic and Positioning Equipment Rental Meteorological and Oceanographic Surveys Data Analysis and Characterisation Marine Energy Resource Assessment Real-Time Monitoring Founded in 2010,

More information

EMPA 2017 How can the S-102 Bathymetric Surface Product improve safety in navigation and pilotage?

EMPA 2017 How can the S-102 Bathymetric Surface Product improve safety in navigation and pilotage? EMPA 2017 How can the S-102 Bathymetric Surface Product improve safety in navigation and pilotage? Operated by the Norwegian Mapping Authority, Hydrographic Service FREEDOM TO CHOOSE Content What is the

More information

Measuring Discharge in Shallower Rivers: ADCPs go from Rio to Pro

Measuring Discharge in Shallower Rivers: ADCPs go from Rio to Pro Measuring Discharge in Shallower Rivers: ADCPs go from Rio to Pro River monitoring supports many different activities from determining water reserves to designing flood defenses, and even to sports / leisure

More information

BUYER S GUIDE AQUAlogger 520

BUYER S GUIDE AQUAlogger 520 OCEAN & ENVIRONMENTAL BUYER S GUIDE AQUAlogger 520 Mini Temperature and Pressure Logger AQUAlogger 520 Aquatec s primary temperature and depth model, the AQUAlogger 520, combines years of product development

More information

Sonar Bathymetry: Waquoit Bay NERR

Sonar Bathymetry: Waquoit Bay NERR Sonar Bathymetry: Waquoit Bay NERR Determining the Functional Shallow Water Limitation for an Arrival Based Sonar Frederick A. Hegg Teledyne Benthos, Inc. 49 Edgerton Drive North Falmouth, MA 02556 fhegg@teledyne.com

More information

Tutorial for the. Total Vertical Uncertainty Analysis Tool in NaviModel3

Tutorial for the. Total Vertical Uncertainty Analysis Tool in NaviModel3 Tutorial for the Total Vertical Uncertainty Analysis Tool in NaviModel3 May, 2011 1. Introduction The Total Vertical Uncertainty Analysis Tool in NaviModel3 has been designed to facilitate a determination

More information

UNIT Coastal Navigation 1 (Intermediate 1)

UNIT Coastal Navigation 1 (Intermediate 1) National Unit Specification: general information NUMBER DC63 10 COURSE SUMMARY This unit is designed to enable candidates to understand the basic elements of coastal navigation and to plan a coastal passage

More information

THE CHALLENGES OF A LARGE-AREA BATHYMETRIC SURVEY

THE CHALLENGES OF A LARGE-AREA BATHYMETRIC SURVEY THE CHALLENGES OF A LARGE-AREA BATHYMETRIC SURVEY Agenda: - Introduction - Tender - Project Planning - Survey - Processing - Delivery - Conclusion 2 Introduction We know less of the oceans at our feet,

More information

BUYER S GUIDE AQUAlogger 530WTD

BUYER S GUIDE AQUAlogger 530WTD OCEAN & ENVIRONMENTAL BUYER S GUIDE AQUAlogger 530WTD Wireless Temperature and Depth Logger AQUAlogger 530WTD The AQUAlogger 530WTD has an innovative design that includes the ability to transfer stored

More information

The Wave Glider: A Mobile Buoy Concept for Ocean Science. 009 Liquid Robotics Inc.

The Wave Glider: A Mobile Buoy Concept for Ocean Science. 009 Liquid Robotics Inc. The Wave Glider: A Mobile Buoy Concept for Ocean Science 009 Liquid Robotics Inc. J. Manley & T. Richardson: Liquid Robotics Inc. DBCP XXV Paris September 28, 2009 1 Wave Glider Overview Unique Two Part

More information

WHOTS Mooring Subsurface Instrumentation

WHOTS Mooring Subsurface Instrumentation UH Contributions to WHOTS-13 Cruise Report by Fernando Santiago-Mandujano, Daniel McCoy, Jefrey Snyder, R. Walter Deppe, Kellen Rosburg, Glenn Carter, Katrina Berry, and Roger Lukas WHOTS Mooring Subsurface

More information

E4014 Construction Surveying. Hydrographic Surveys

E4014 Construction Surveying. Hydrographic Surveys E4014 Construction Surveying Hydrographic Surveys Charts And Maps Hydrographic Chart an information medium and a tool for maritime traffic for the safety and ease of navigation contains information on

More information

Figure 1 Example feature overview.

Figure 1 Example feature overview. 1. Introduction This case focuses on the northeastern region of Onslow Bay, NC, and includes an initial shoreline, regional contour, wave gauges, inlets, dredging, and beach fills. Most of the features

More information

Mapping the Sea Bottom Using RTK GPS and Lead-Line in Trabzon Harbor

Mapping the Sea Bottom Using RTK GPS and Lead-Line in Trabzon Harbor Mapping the Sea Bottom Using RTK GPS and Lead-Line in Trabzon Harbor Arzu ERENER and Ertan GÖKALP, Turkey Key Words: Real-Time Kinematic GPS, Lead Line, Roll Effect, Hydrographic surveys. SUMMARY The harbor

More information

GNX 20/21. Owner s Manual

GNX 20/21. Owner s Manual GNX 20/21 Owner s Manual Table of Contents Introduction...1 Device Overview... 1 Using the Race Timer... 1 Profiles... 1 Selecting a Profile... 1 Restoring Profiles to their Default Settings... 1 Instrument

More information

Examples of Carter Corrected DBDB-V Applied to Acoustic Propagation Modeling

Examples of Carter Corrected DBDB-V Applied to Acoustic Propagation Modeling Naval Research Laboratory Stennis Space Center, MS 39529-5004 NRL/MR/7182--08-9100 Examples of Carter Corrected DBDB-V Applied to Acoustic Propagation Modeling J. Paquin Fabre Acoustic Simulation, Measurements,

More information

MIKE Release General product news for Marine software products, tools & features. Nov 2018

MIKE Release General product news for Marine software products, tools & features. Nov 2018 MIKE Release 2019 General product news for Marine software products, tools & features Nov 2018 DHI 2012 MIKE 3 Wave FM New advanced phase-resolving 3D wave modelling product A MIKE 3 FM Wave model - why?

More information

Deploying the TCM-1 Tilt Current Meter in an Inverted (Hanging) Orientation By: Nick Lowell, Founder & President

Deploying the TCM-1 Tilt Current Meter in an Inverted (Hanging) Orientation By: Nick Lowell, Founder & President Lowell Instruments Application Note #TCMA Deploying the TCM-1 Tilt Current Meter in an Inverted (Hanging) Orientation By: Nick Lowell, Founder & President 1 Introduction The TCM-1 Tilt Current Meter (TCM)

More information

Meeting the Challenges of the IHO and LINZ Special Order Object Detection Requirements

Meeting the Challenges of the IHO and LINZ Special Order Object Detection Requirements Meeting the Challenges of the IHO and LINZ Special Order Object Detection Requirements Erik Hammerstad Kongsberg Maritime P. O. Box 111, N-3191 Horten, Norway erik.oscar.hammerstad@kongsberg.com Abstract

More information

Navigation & Orienteering: Pre- Test

Navigation & Orienteering: Pre- Test Name: Class: Answer Key Date: Page 1 of 7 Navigation & Orienteering: Pre- Test There are three sections: Multiple Choice, True/False, and Short Answer. For the multiple choice, please select the BEST answer

More information

Autosub6000. Results of its Engineering Trials and First Science Missions

Autosub6000. Results of its Engineering Trials and First Science Missions Autosub6000 Results of its Engineering Trials and First Science Missions Stephen McPhail, Maaten Furlong, Veerle Huvenne, Peter Stevenson, Miles Pebody, James Perrett NOC, Southampton, UK Objectives of

More information

Bathymetry Data Collection for Subaqueous Soil Mapping. Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010

Bathymetry Data Collection for Subaqueous Soil Mapping. Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010 Bathymetry Data Collection for Subaqueous Soil Mapping Maggie Payne 2 nd National Workshop on Subaqueous Soils Rhode Island August 9-12, 2010 Overview of Method Collect tide data Collect bathymetry data

More information

SURFACE CURRENTS AND TIDES

SURFACE CURRENTS AND TIDES NAME SURFACE CURRENTS AND TIDES I. Origin of surface currents Surface currents arise due to the interaction of the prevailing wis a the ocean surface. Hence the surface wi pattern (Figure 1) plays a key

More information

CoastaZ Engineering. Technical Note AIRBORNE COASTAL CURRENT EVALUATION SURVEY SYSTEM

CoastaZ Engineering. Technical Note AIRBORNE COASTAL CURRENT EVALUATION SURVEY SYSTEM CETN VI-25 (Dee 92) CoastaZ Engineering Technical Note AIRBORNE COASTAL CURRENT EVALUATION SURVEY SYSTEM PURPOSE: This Technical Note introduces a new method for collecting current measurements at multiple

More information

High Ping Rate Profile Water Mode 12

High Ping Rate Profile Water Mode 12 Application Note FSA-014 (October 2008) Revised October 2008 High Ping Rate Profile Water Mode 12 Introduction Water Mode 12 is the result of the continued evolution of the signal processing within our

More information

Figure 1 Location of the ANDRILL SMS 2006 mooring site labeled ADCP1 above.

Figure 1 Location of the ANDRILL SMS 2006 mooring site labeled ADCP1 above. ANDRILL McMurdo Sound Tidal Current Analysis Richard Limeburner, Robert Beardsley and Sean Whelan Department of Physical Oceanography Woods Hole Oceanographic Institution Woods Hole, MA 02543 rlimeburner@whoi.edu

More information

OPERATIONS SEAFARER CERTIFICATION GUIDANCE NOTE SA MARITIME QUALIFICATIONS CODE. Deck: Chart Work

OPERATIONS SEAFARER CERTIFICATION GUIDANCE NOTE SA MARITIME QUALIFICATIONS CODE. Deck: Chart Work Page 1 of 6 Compiled by Approved by Chief Examiner Syllabus Committee: 26 February 2013 OPERATIONS SEAFARER CERTIFICATION GUIDANCE NOTE SA MARITIME QUALIFICATIONS CODE Deck: Chart Work Page 2 of 6 COLUMN

More information

Uncertainty Estimates in Satellite Derived Bathymetry

Uncertainty Estimates in Satellite Derived Bathymetry Uncertainty Estimates in Satellite Derived Bathymetry Richard Flemmings, TCarta #chcnsc2018 Introduction and Overview 1. TCarta 2. Satellite Derived Bathymetry Overview 3. Satellite Derived Bathymetry

More information

INTERNATIONAL HYDROGRAPHIC SURVEY STANDARDS

INTERNATIONAL HYDROGRAPHIC SURVEY STANDARDS INTERNATIONAL HYDROGRAPHIC SURVEY STANDARDS by Gerald B. MILLS 1 I. Background The International Hydrographic Organization (IHO) traces its origin to the establishment of the International Hydrographic

More information

Performance Analysis of the EdgeTech 6205 Swath Bathymetric Sonar

Performance Analysis of the EdgeTech 6205 Swath Bathymetric Sonar Performance Analysis of the EdgeTech 6205 Swath Bathymetric Sonar Lisa Nicole Brisson, Lead Bathymetry Product Engineer, EdgeTech, Boca Raton, FL Damon Wolfe, Lead Bathymetry Sales Engineer, EdgeTech,

More information

USCGC HEALY WAGB-20 Final Report RD Instruments Inc. Ocean Surveyor 75 khz Prepared by: Ron Hippe Commissioning Dates: 3/27/2002-3/30/2002

USCGC HEALY WAGB-20 Final Report RD Instruments Inc. Ocean Surveyor 75 khz Prepared by: Ron Hippe Commissioning Dates: 3/27/2002-3/30/2002 USCGC HEALY WAGB-20 Final Report Inc. Ocean Surveyor 75 khz Prepared by: Ron Hippe Commissioning Dates: 3/27/2002-3/30/2002 This report outlines the tests performed, and the results of Harbor and Sea testing

More information

Paper for Consideration by HSSC8 Development of an Additional Bathymetry Layer standard based on S-57/S-52

Paper for Consideration by HSSC8 Development of an Additional Bathymetry Layer standard based on S-57/S-52 Paper for Consideration by HSSC8 Development of an Additional Bathymetry Layer standard based on S-57/S-52 Submitted by: CIRM, Germany, USA (NOAA) Executive Summary: Proposal for the standardization of

More information

Hydrographic Surveying:

Hydrographic Surveying: Hydrographic Surveying: Specifications & Standards IHO USACE NOAA Captain Bob Pawlowski, NOAA (Ret), MNI History of Hydrography 13 th century first known chart Does not include Asia China and Japan 15

More information

GNX 20/21. Owner s Manual

GNX 20/21. Owner s Manual GNX 20/21 Owner s Manual March 2016 190-01659-00_0C All rights reserved. Under the copyright laws, this manual may not be copied, in whole or in part, without the written consent of Garmin. Garmin reserves

More information

Project to Refine a Prototype Unmanned, Tethered ADCP Platform for Measuring Streamflow

Project to Refine a Prototype Unmanned, Tethered ADCP Platform for Measuring Streamflow Pagina 1 di 5 Project to Refine a Prototype Unmanned, Tethered ADCP Platform for Measuring Streamflow The use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement

More information

STUDY REPORT W&AR-03 RESERVOIR TEMPERATURE MODEL ATTACHMENT B DON PEDRO RESERVOIR BATHYMETRIC STUDY REPORT

STUDY REPORT W&AR-03 RESERVOIR TEMPERATURE MODEL ATTACHMENT B DON PEDRO RESERVOIR BATHYMETRIC STUDY REPORT STUDY REPORT W&AR-03 RESERVOIR TEMPERATURE MODEL ATTACHMENT B DON PEDRO RESERVOIR BATHYMETRIC STUDY REPORT DON PEDRO RESERVOIR BATHYMETRIC STUDY REPORT Prepared for: TURLOCK IRRIGATION DISTRICT MODESTO

More information

METHODS PAPER: Downstream Bathymetry and BioBase Analyses of Substrate and Macrophytes

METHODS PAPER: Downstream Bathymetry and BioBase Analyses of Substrate and Macrophytes Mactaquac Aquatic Ecosystem Study Report Series 2015-006 METHODS PAPER: Downstream Bathymetry and BioBase Analyses of Substrate and Macrophytes Ben Wallace, Jae Ogilvie and Wendy Monk 17 February 2015

More information

MEASUREMENT COMMUNICATION INSIGHT

MEASUREMENT COMMUNICATION INSIGHT Temperature & Depth MEASUREMENT COMMUNICATION INSIGHT CONTENTS Introduction to Aquatec Measuring Temperature and Depth 2 3 Aquatec s Temperature and Depth Loggers AQUAlogger 520 AQUAlogger 530 AQUAlogger

More information

Digiquartz Water-Balanced Pressure Sensors for AUV, ROV, and other Moving Underwater Applications

Digiquartz Water-Balanced Pressure Sensors for AUV, ROV, and other Moving Underwater Applications Digiquartz Water-Balanced Pressure Sensors for AUV, ROV, and other Moving Underwater Applications Dr. Theo Schaad Principal Scientist Paroscientific, Inc. 2002 Paroscientific, Inc. Page 1 of 6 Digiquartz

More information

SeaSmart. Jonathan Evans

SeaSmart. Jonathan Evans SeaSmart A new approach for rapid, on-site resource assessment at potential tidal stream energy array sites using MAS Marine Solutions for the Deep Data World Jonathan Evans Presentation Outline Marine

More information

Observations of Near-Bottom Currents with Low-Cost SeaHorse Tilt Current Meters

Observations of Near-Bottom Currents with Low-Cost SeaHorse Tilt Current Meters DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Observations of Near-Bottom Currents with Low-Cost SeaHorse Tilt Current Meters Vitalii A. Sheremet, Principal Investigator

More information

AANDERAA. Measuring: Current Speed Current Direction Temperature

AANDERAA. Measuring: Current Speed Current Direction Temperature AANDERAA Doppler Current Meter A state-of-the-art Recording Current Meter designed for deep sea operation down to 6000 meters Measuring: Current Speed Current Direction Temperature Optional: Conductivity

More information

COMPARISON OF DEEP-WATER ADCP AND NDBC BUOY MEASUREMENTS TO HINDCAST PARAMETERS. William R. Dally and Daniel A. Osiecki

COMPARISON OF DEEP-WATER ADCP AND NDBC BUOY MEASUREMENTS TO HINDCAST PARAMETERS. William R. Dally and Daniel A. Osiecki COMPARISON OF DEEP-WATER ADCP AND NDBC BUOY MEASUREMENTS TO HINDCAST PARAMETERS William R. Dally and Daniel A. Osiecki Surfbreak Engineering Sciences, Inc. 207 Surf Road Melbourne Beach, Florida, 32951

More information

GNX 20/21 Owner s Manual

GNX 20/21 Owner s Manual GNX 20/21 Owner s Manual February 2014 190-01659-00_0B Printed in Taiwan All rights reserved. Under the copyright laws, this manual may not be copied, in whole or in part, without the written consent of

More information

WMB-160F Multi-beam Fishing System

WMB-160F Multi-beam Fishing System WMB-160F Multi-beam Fishing System Take away the guess work and see what s REALLY below your boat! Seven Systems in One 2 WMB-160F WMB-160F Screen Shots The WMB-160F is a multi-beam sonar that has been

More information

CONTRACTOR DOCUMENT FRONT SHEET NOT PROTECTIVELY MARKED H P C - D E V X X R E T

CONTRACTOR DOCUMENT FRONT SHEET NOT PROTECTIVELY MARKED H P C - D E V X X R E T CONTRACTOR DOCUMENT FRONT SHEET NOT PROTECTIVELY MARKED PROJECT CONTRACT CODE ASSET SYSTEM BUILDING DOCUMENT TYPE DOCUMENT DETAILS SEQUENTIAL NUMBER H P C - D E V 0 2 4 - X X - 0 0 0 - R E T - 1 0 0 0

More information

Using AUVs in Under-Ice Scientific Missions

Using AUVs in Under-Ice Scientific Missions Using AUVs in Under-Ice Scientific Missions James Ferguson, International Submarine Engineering Ltd. Presented at Arctic Change 08 11 Decenber 2008- Quebec City, Canada 1/16 ISE s s Experience in Arctic

More information

MAPCO2 Buoy Metadata Report Project Title:

MAPCO2 Buoy Metadata Report Project Title: MAPCO2 Buoy Metadata Report Project Title: Autonomous Multi-parameter Measurements from a Drifting Buoy During the SO GasEx Experiment Funding Agency: NOAA Global Carbon Cycle program PI(s): Christopher

More information

A Wind Profiling Platform for Offshore Wind Measurements and Assessment. Presenter: Mark Blaseckie AXYS Technologies Inc.

A Wind Profiling Platform for Offshore Wind Measurements and Assessment. Presenter: Mark Blaseckie AXYS Technologies Inc. A Wind Profiling Platform for Offshore Wind Measurements and Assessment Presenter: Mark Blaseckie AXYS Technologies Inc. Any Sensor, Any Telemetry, Any Environment Founded in 1974 Part of the AXYS Group

More information

COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY

COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY 31 Bishop Street, Jolimont Western Australia 6014 T +61 8 9387 7955 F +61 8 9387 6686 E info@rpsmetocean.com W rpsmetocean.com & rpsgroup.com.au COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB

More information

COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY

COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY COMPARISON OF CONTEMPORANEOUS WAVE MEASUREMENTS WITH A SAAB WAVERADAR REX AND A DATAWELL DIRECTIONAL WAVERIDER BUOY Scott Noreika, Mark Beardsley, Lulu Lodder, Sarah Brown and David Duncalf rpsmetocean.com

More information

BURIAL OF INSTRUMENTED CYLINDERS IN THE SINGAPORE STRAIT

BURIAL OF INSTRUMENTED CYLINDERS IN THE SINGAPORE STRAIT BURIAL OF INSTRUMENTED CYLINDERS IN THE SINGAPORE STRAIT Michael D. Richardson a, Karanam A.P. Roopsekhar b, Eng Soon Chan b, Edward F. Braithwaite a, Monty Spearman a, Paul A. Elmore a, and Shen Linwei

More information

Basic Chartwork. Necessary Tools. Navigation is the one science in which no margin whatever is left for the faker. - Felix Riesenberg

Basic Chartwork. Necessary Tools. Navigation is the one science in which no margin whatever is left for the faker. - Felix Riesenberg Page 1 of 14 www.bananawind.us Navigation is the one science in which no margin whatever is left for the faker. - Felix Riesenberg Basic Chartwork You wouldn't want to attempt open ocean sailing using

More information

Location: Barkley Canyon Date: September 9, 2013 Constraints: none

Location: Barkley Canyon Date: September 9, 2013 Constraints: none Page 1 of 11 DIVE PLAN R1650 Location: Barkley Canyon Date: September 9, 2013 Constraints: none Objectives Deploy POD 1 autonomous CTD Survey POD 3 for sediment enrichment sites; deposit cages; collect

More information

A PRACTICAL APPROACH TO QUALITY CONTROL AND QUALITY ANALYSIS OF DEPTH DATA

A PRACTICAL APPROACH TO QUALITY CONTROL AND QUALITY ANALYSIS OF DEPTH DATA A PRACTICAL APPROACH TO QUALITY CONTROL AND QUALITY ANALYSIS OF DEPTH DATA ABSTRACT Ulf Olsson, Mats Ericson, Stigbjörn Nilsson, Hans Öiås Hydrographic Office, Swedish Maritime Administration, Sweden Quality

More information

Fish Farm Consent Modelling. Poll na Gille

Fish Farm Consent Modelling. Poll na Gille Poll na Gille February 2014 Report Written by Environental Manager Marine Harvest Scotland Fars Office Blar Mhor Industrial Estate Fort Willia, PH33 7PT Tel: + 44(0)1397 70 1550 Fax: + 44(0)1397 70 1174

More information

Wave Energy Atlas in Vietnam

Wave Energy Atlas in Vietnam Wave Energy Atlas in Vietnam Nguyen Manh Hung, Duong Cong Dien 1 1 Institute of Mechanics, 264 Doi Can Str. Hanoi, Vietnam nmhungim@gmail.com; duongdienim@gmail.com Abstract Vietnam has achieved remarkable

More information

Measurement of vertical motions of bulk carriers navigating in port entrance channels

Measurement of vertical motions of bulk carriers navigating in port entrance channels HYDROGRAPHIC CONFERENCE Technical Awareness Seminar 2007 Cape Town, 19 21 June 2007 Measurement of vertical motions of bulk carriers navigating in port entrance channels J Moes CSIR, PO Box 320, Stellenbosch,

More information

Advantages of Using Combined Bathymetry and Side Scan Data in Survey Processing T.M. Hiller, L.N. Brisson

Advantages of Using Combined Bathymetry and Side Scan Data in Survey Processing T.M. Hiller, L.N. Brisson Advantages of Using Combined Bathymetry and Side Scan Data in Survey Processing T.M. Hiller, L.N. Brisson EdgeTech, West WareHam MA, USA EdgeTech 6205 Combined Bathymetric and Side Scan Sonar EdgeTech

More information

Malta Survey activities

Malta Survey activities Malta Survey activities Malta 19 September 2016 L. Facchin OGS National Institute of Oceanography and Experimental Geophysics Offshore Multibeam (MBES) Sub bottom profiling (SBP: Chirp or Boomer) Multichannel

More information

Appendix E Cat Island Borrow Area Analysis

Appendix E Cat Island Borrow Area Analysis Appendix E Cat Island Borrow Area Analysis ERDC/CHL Letter Report 1 Cat Island Borrow Area Analysis Multiple borrow area configurations were considered for Cat Island restoration. Borrow area CI1 is located

More information

Challenges in determining water surface in airborne LiDAR topobathymetry. Amar Nayegandhi, Dewberry 15 th Annual JALBTCX Workshop, June 11 th 2014

Challenges in determining water surface in airborne LiDAR topobathymetry. Amar Nayegandhi, Dewberry 15 th Annual JALBTCX Workshop, June 11 th 2014 Challenges in determining water surface in airborne LiDAR topobathymetry Amar Nayegandhi, Dewberry 15 th Annual JALBTCX Workshop, June 11 th 2014 Why topobathy LiDAR? Complements acoustic (multi-beam sonar)

More information

Survey Technical Support Notes October 2015

Survey Technical Support Notes October 2015 Survey Technical Support Notes October 2015 SonarMite with Trimble Access Overview: Trimble Access software, when connected to a SonarMite will store water depths associated with field measurements. Equipment:

More information

Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions

Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions according to Co-operation Agreement (phase 4) between WAVEenergy (Norway)

More information

LEADER SEARCH RADAR LIFE LOCATOR

LEADER SEARCH RADAR LIFE LOCATOR INTRODUCTION OF: Ultra Wide Band Victims detector & Locator V30.09.13.00 Product Concept i. The is designed to be simplistic in use whilst producing reliable and accurate information in the search for

More information

The Great Coastal Gale of 2007 from Coastal Storms Program Buoy 46089

The Great Coastal Gale of 2007 from Coastal Storms Program Buoy 46089 The Great Coastal Gale of 2007 from Coastal Storms Program Buoy 46089 Richard L. Crout, Ian T. Sears, and Lea K. Locke NOAA National Data Buoy Center 1007 Balch Blvd. Stennis Space Center, MS 39529 USA

More information

GPS-based Vertical Control, Unaided by a Shore Station

GPS-based Vertical Control, Unaided by a Shore Station GPS-based Vertical Control, Unaided by a Shore Station John Shannon Byrne, SAIC, Newport, R.I. Gail Smith, NAVOCEANO, Stennis Space Center, Miss. Walter Simmons, SAIC, Newport, R.I. Bill Mehaffey, NAVOCEANO,

More information

BathySurvey A Trimble Access hydrographic survey module

BathySurvey A Trimble Access hydrographic survey module BathySurvey A Trimble Access hydrographic survey module Contents 1. Introduction... 3 2. Installation... 4 3. Main Screen... 5 4. Device... 6 5. Jobs... 7 6. Settings Odom Echotrac... 8 7. Settings Ohmex

More information

Real Time Surveying GPS and HYDRO Software for Tide and Swell Compensation

Real Time Surveying GPS and HYDRO Software for Tide and Swell Compensation Real Time Surveying GPS and HYDRO Software for Tide and Swell Compensation by Mr Michael Walker, B.Surv. (Otago) HYDRO Division Trimble Navigation New Zealand Ltd. Abstract This paper focuses on the use

More information

Data Collection and Processing: Elwha Estuary Survey, February 2013

Data Collection and Processing: Elwha Estuary Survey, February 2013 Data Collection and Processing: Elwha Estuary Survey, February 2013 Ian Miller, WA Sea Grant Olympic Peninsula Field Office, 1502 E. Lauridsen Blvd #82, Port Angeles, WA 98362 immiller@u.washington.edu

More information

Shallow Water Bathymetry using the REMUS 100 Autonomous Underwater Vehicle

Shallow Water Bathymetry using the REMUS 100 Autonomous Underwater Vehicle Shallow Water Bathymetry using the REMUS 100 Autonomous Underwater Vehicle Michael Bell Maritime Division Defence Science and Technology Organisation DSTO-TR-2916 ABSTRACT This report describes assessments

More information

MISSION PLANNING AND DATA ACQUISITION SOFTWARE

MISSION PLANNING AND DATA ACQUISITION SOFTWARE MISSION PLANNING AND DATA ACQUISITION SOFTWARE INTENTIONALLY BLANK Introduction to Divelog Shark Marine s Divelog software was created to integrate data collected from an array of sensors, real-time with

More information

Doppler current meter

Doppler current meter JLN-652 Doppler current meter JRC's new 240 khz Doppler current meter: the smartest way to increase your catch Unique 3D twist mode presentation Measuring up and down current 50 independent measuring layers

More information