Hydrographic and Site Survey Report Xodus AURORA Mainstream

South Cava Hydrographic and Site Survey Report Xodus AURORA Mainstream

Assignment Number: A30082- S00

Document Number: A-30082- S00- REPT- 00- R01

Xodus Group Ltd 8 Garson Place / Stromness / Orkney / KW16 3EE / UK

T +44 (0)1856 851451 E info@xodusgroup. com www.xodusgroup. com South Cava Hydrographic and Site Survey Report Xodus AURORA

Assignment Number: A30082- S00

Client: Mainstream

Document Type: Report

Document Number: A-30082- S00- REPT- 00- R01

Date: October 2008

R1 08/10/2008 Issued to SEPA AA LS LS

R0 12/08/2008 Issued to client AA LS LS

Rev Date Description Issued By Checked By Approved By Client Approval

Mainstream – South Cava Hydrographic and Site Survey ii Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 Table of Contents

1 SURVEY DESCRIPTION 1

1.1 Site description and survey programme 1 1.2 Methodology 2 1.2.1 Site survey 2 1.2.2 ADCP hydrographic meter 2 1.2.3 Meteorological station 4

2 SURVEY RESULTS 5

2.1 Bathymetric description of site 5 2.2 Hydrographic data 7

3 HYDROGRAPHIC DATA PLOTS 8

3.1 Time Series of current speed and water depth 9 3.2 Time Series of current direction and water depth 10 3.3 Scatter plot of current speed 11 3.4 Cumulative vector plot for current meter observations 12 3.5 Frequency histogram of current direction 13 3.6 Current speed against percentile 14 3.7 Time- series orthogonal current speed vector component plot. 15

APPENDIX A ADCP SPECIFICATIONS 16

APPENDIX B PITCH, ROLL AND HEADING DATA 24

Mainstream – South Cava Hydrographic and Site Survey iii Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 1 SURVEY DESCRIPTION

1.1 Site description and survey programme

A hydrographic and bathymetric survey was undertaken for the proposed salmon farm site off the South coast of Cava in Orkney. The hydrographic and bathymetric survey was undertaken by Xodus Aurora on behalf of Mainstream. The hydrographic survey was conducted between the 9th to the 28th of July 2008 and site survey on the 9th of July 2008.

The proposed South Cava salmon farm will consist of 12 circular cages with a 90 m circumference. The salmon farm cages will be arranged in 2 symmetrical lines of 6 cages, arranged in a north west and south east direction. The site centre of the cage group will be 58° 52.281 N 03° 09.530 W ( 333274 E 998797 N). The proposed South Cava site is located in Scapa Flow, approximately 287 m south east of the nearest shoreline of Cava. The proposed site is sheltered by Cava to the north which reaches a height of 36 m. To the south and east the site will be exposed to Scapa Flow in Orkney ( see Figure 1.1)

Figure 1.1 Location of the proposed South Cava salmon farm site, Scapa Flow

Mainstream – South Cava Hydrographic and Site Survey 1 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 This report summarises the data collected by current meter measurements and depth position fixing at the Proposed South Cava salmon farm site. The data presented in this report are submitted in support of an application for the consent to discharge from a marine cage fish farm, under the Water Environment ( Controlled Activities) ( Scotland) Regulations 2005, as per SEPA requirements (Annex VIII of SEPA Fish Farm Manual).

The following surveys were conducted at the South Cava site. All data collected are contained within this report:

Hydrographic survey 9th July 2008 to 28th July 2008 inclusive; and Meteorological survey 8th July 2008 to 29th July 2008 inclusive; and Bathymetric survey 9th July 2008.

1.2 Methodology

1.2.1 Site survey

A site survey for the proposed South Cava salmon farm site was undertaken on 9th July 2008 using a depth sounder as per SEPA requirements and in accordance with the AURORA Standard Operating Procedure ( SOP), AE-SOP-005. All depth-sounding positions were determined by Global Positioning System ( GPS) ( see Figure 2.1). The following information was collected on site:

Five depth readings at each location; Time and date of readings; and Position fix of reading.

All depths were corrected to chart datum using Widewall Bay as the secondary port for tidal correction purposes. Both time and tidal height at 5 minute intervals over the survey period were extracted for Widewall Bay from the Admiralty TOTALTIDE software. Tidal corrections per sounding were achieved by subtracting the interpolation of the tide height increments, with respect to the survey time, from the sounding depth. Interpolation was achieved using EXCEL software.

All data were then converted from WGS84 Lat/Long to OSGB36 National Grid using Grid Inquest ( version 5.02). Results of the bathymetric survey are presented in Section 2 of this report.

1.2.2 ADCP hydrographic meter

1.2.2.1 Current meter deployment The South Cava hydrographic survey was undertaken between the 9th July 2008 to 28th July 2008 inclusive, using an RDI 600 kHz Workhorse Acoustic Doppler Current Meter ADCP). The current meter specifications are provided in Appendix A. The ADCP was deployed at position 58° 52.281 N 03° 09.530 W (333274 E 998797 N) as determined by GPS (see Figure 2.1).

The ADCP was set up before deployment to take current readings at every 0.5 m increment through the water column with the lowest reading at 2.06 m above the seabed

Mainstream – South Cava Hydrographic and Site Survey 2 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 see Figure A.1 in Appendix A). ADCP set-up including details on blanking distances are provided in Appendix A. Pre-deployment checks of the meter were carried out by Xodus AURORA. The current meter was held in position at the seabed using a weighted, stainless steel frame and gimble. The mooring was positioned where topographic features would not cause spurious data collection for the salmon farm site.

The current meter was deployed in a mean water depth of 29.48 m CD within 150 m of the proposed cage group centre ( Figure 2.1). The current meter was preset to collect current speed, current direction and water depth at 20-minute intervals. The ADCP current meter remained at the proposed South Cava salmon farm site for a period of 19 days. This was enough to ensure there was a period of 15 days satisfactory data and the hydrographic survey would not have to be repeated.

1.2.2.2 Current meter retrieval A preliminarily assessment of the data was undertaken when the ADCP current meter was retrieved and it was confirmed that were no anomalies or data gaps present. All raw data files were successfully downloaded by Xodus AURORA and analysis of the data to current SEPA requirements was undertaken by Xodus AURORA.

Analysis has been undertaken of pitch, roll and heading readings for the current meter. During this period of the current meter’s deployment there was an alteration in the pitch by < 0.1º, alteration in the roll by < 0.1º and heading by < 0.1º. This indicates that the current meter was in a stable position during the time of deployment ( see Appendix B). This amount of variation is not deemed to have an effect on the data analysed.

1.2.2.3 Current meter analysis Analysis of the 15 day hydrographic data was carried out using data collected between the 10th to the 25th July 2008. This ensured data analysis was based around a 15-day cycle ( half-lunar period) ( see section 2.2). Records 50 to 1115 were taken for analysis purposes. Analysis of the hydrographic data to current SEPA requirements was undertaken by Xodus AURORA. Xodus AURORA Standard Operating Procedure AE- SOP-010 was followed for the interpretation of the hydrographic data, results of which are presented in Section 3 of this report.

Mainstream – South Cava Hydrographic and Site Survey 3 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 1.2.3 Meteorological station

Wind conditions at the proposed South Cava site were recorded at the Barrel of Butter 58° 53.42' N, 003° 07.62' W (335145 E 1000880 N) between the 8th July 2008 to 29th July 2008 inclusive. The weather station is located approximately 2.8 km north west of South Cava, in Scapa Flow. The meteorological data (Figure 1.2) for the period of the10th to the 25th July 2008 were taken for analysis to coincide with the period of hydrographic analysis. On analysis it was confirmed that at least 3 consecutive days presented wind speeds of less than 10 m/s (19.3 knots). Results of the survey are contained in the CD accompanying this report.

Figure 1.2 Daily wind speed and direction at the Barrel of Butter Weather Station, Scapa Flow. (08/07/2008 until 30/06/2008)

25 200813/ 07/200814/ 07/200815/07/ 07/ 200816/07/

20 200812/

07/

15 200811/

07/ 10

200810/

07/ 5

200809/ 08/0 07/

Mainstream – South Cava Hydrographic and Site Survey 4 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 2 SURVEY RESULTS

2.1 Bathymetric description of site

Bathymetric data have been extracted from chart data which extends to cover a 1 km square plot area and will be used for modelling purposes. These data have been supplemented by the following site survey data collected at the site (see Table 2.1 and Section 1.2.1). Sounding depths were converted to Chart Datum using Standard Port of Wick and Secondary Port of Widewall Bay.

Depths in close proximity to the cage corners; and Additional depth measurements in cardinal directions from the cage corners.

Figure 2.1 South Cava site survey and bathymetric plot

Mainstream – South Cava Hydrographic and Site Survey 5 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008

2.2 Hydrographic data

Hydrographic data for the proposed South Cava salmon farm site are plotted in the following sections and provided electronically with the accompanying CD. For data plotting, three water depths were selected ( see Section 3):

Seabed (2.06 m above the seabed); Net depth (20.56 m above the seabed ); and Sea surface (24.06 m above the seabed) (5 m below surface at LST).

The RDI 600 kHz Workhorse Acoustic Doppler Current Meter ( ADCP) records direction as ° magnetic north. On retrieval of data, the directions relating to the three water depths ( as discussed above) were converted to ° Grid north. A summary of the magnetic variation allowances is provided in Table 2.2.

A summary of hydrographic results obtained during the South Cava survey is provided in Table 2.3.

Table 2.2 Magnetic variation allowances ( Hydrographer of the Navy, 2002)

Parameter Reading

Year of survey 2008 Year of variation reading 1999 Variation ( decimal) 5° 30 W Annual variation ( minutes) 7 E Variation at survey ( decimal) 4° 27 W

Table 2.3 Summary hydrographic data for South Cava, Orkney

Summary hydrographic statistics Seabed Net Depth Surface

Mean speed ( m/s) 0.041 m/s 0.061 m/ s 0.066 m/s

Ranked percentage mean speed (%) 60% 55% 55% Amplitude anisotropy 1.73 1.83 1.89 Ranked percentage of 0.03 m/s (%) 42% 19% 17%

Residual current speed ( m/ s) 0.025 m/s 0.052 m/ s 0.054 m/s Residual current direction (°) 239 deg 235 deg 228 deg Major axis of tidal ellipse (°) 240. 0 deg 235. 0 deg 230. 0 deg

Residual Flow ( Parallel) ( Ur) 0.025 m/ s 0.052 m/ s 0.054 m/ s Residual Flow ( Normal) ) Vr) - 0.001 m/ s 0.002 m/ s - 0.002 m/ s Tidal Amplitude ( Parallel) ( U0) 0.051 m/s 0.057 m/ s 0.066 m/s

Tidal Amplitude ( Normal) ( V0) 0.030 m/ s 0.031 m/ s 0.035 m/ s

Mainstream – South Cava Hydrographic and Site Survey 7 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3 HYDROGRAPHIC DATA PLOTS

Mainstream – South Cava Hydrographic and Site Survey 8 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3.1 Time Series of current speed and water depth

Figure 3.1a Time series of current speed and water depth - 2.06 m above seabed at South Cava 0.14 Jul

0.12 12h21-

Jul 0.10

12h19- 0.08 Jul 0.06 12h17-

0.04 Jul

0.02 12h15-

0.00 Jul

09-Jul 12h11- Jul 12h13-

12h23- Jul 12h25- Jul 12hDate Time [ dd-mmm h]Current Speed [ m/s]29 29 30 30 31 31

56 m 0.

depth - 20. 06

and water 0. current speed 04 series of 0. 1b Time 02 Figure 3.

0. Depth [ m]

33 Water 00

32 32 0.

above seabed at South Cava

08 0.10 0.12 0.14 0.16 0.18 09-Jul 12h11- Jul 12h13- Jul 12h15- Jul

29 30 series

s]29 Time Speed [ m/ 1c h]Current 3. dd- mmm

12hDate Time [ Figure

12h25- Jul m] 12h23- Jul Depth [ 12h21- Jul Water 12h19- Jul

12h17- Jul 33

30 31 31 32 32

Mainstream – South Cava Hydrographic and Site Survey 9 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3.2 Time Series of current direction and water depth

Figure 3.2a Time series of current direction and water depth - 2.06 m above seabed at South Cava

360 Jul

12h21-

270 Jul

12h19-

180 Jul

12h17-

090 Jul

12h15-

000 Jul

09-Jul 12h11-Jul 12h13-

12h23- Jul 12h25- Jul 12hDate Time ( dd-mmm h)Current Direction [ Degrees] 29 29 30 30 31 31 32

m] m

Level [ 20.

depth -

Water water

and

33 direction

current

32 of

Figure 3.2b Time series

above seabed at South Cava 000 090 180 270 360 09- Jul 12h11-Jul 12h13-Jul 12h15- Jul 12h17-

Jul 29

12h21- Degrees]

Direction [

Jul Current

12h19- mmm

dd-

Jul Time (

12h23-Jul 12h25- Jul 12hDate

Mainstream – South Cava Hydrographic and Site Survey 10 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3.3 Scatter plot of current speed

Fig 3. 3a Scatter plot of current speed - 2. 06 m above seabed at

South Cava

0.2

0.1

0.0 0.2 - 0.2 - 0.1 - 0.1 0.0 0.1 0.1 0.2 0.2

0.1

0.2

Easting Velocity Component [ m/ s]

Northing Velocity Component [ m/ s]Fig ,3. 3b Scatter plot of current speed - 20.

56 m

1 0.

0 0.

1 0.

2 0. 1 0. 2 0. 2 0. 2 0.- 2 0.- 1 -0. 1 0. 0 0. 1 0.

2 0.

Cava 0.

at South

above seabed

1 0.2 0.2

Easting Velocity Component [ m/ s]Northing Velocity Component [ m/ s] Fig, 3.3c Scatter

plot of

0.1

0.2

South Cava 0.0 0.1 0.1 0.2 0.2 0.2 - 0.2 - 0.1 - 0.1

seabed at

m above

24. 06

current speed -

0.0 0.1 0.

Mainstream – South Cava Hydrographic and Site Survey 11 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3.4 Cumulative vector plot for current meter observations

Figure 3.4a Cumulative vector plot for current meter observations - 2.06 m above seabed at South Cava

0.0

70. 0 - 60. 0 - 50. 0 - 40. 0 - 30. 0 - 20. 0 - 10. 0 0. 0

10. 0

20. 0

30. 0

40. 0

50. 0

60. 0

70. 0

Easting [ km]

Northing [ km] Figure 3.4b Cumulative vector plot for current meter observations - 20. 56 m above seabed at

10. 0

0.0 70. 0 - 60. 0 - 50. 0 - 40. 0 - 30. 0 - 20. 0 - 10. 0

20. 0

30. 0

40. 0

50. 0

60. 0

70. 0

South Cava

0.0

Easting [km] Northing [ km]Figure 3.4c Cumulative vector plot for current meter observations - 24.06 m above

20. 0

10. 0 0.0 70. 0 - 60. 0 - 50. 0 - 40. 0 - 30. 0 - 20. 0 -

30. 0

40. 0

50. 0

60. 0

70. 0

South Cava

seabed at

10.0

Mainstream – South Cava Hydrographic and Site Survey 12 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3.5 Frequency histogram of current direction

Figure 3.5a Frequency histogram of current direction - 2.06 m above seabed at South Cava

0200

0150

0100

0050

0000

000010020030040050060070080090100110120130140150160170180190200210220230240250260270280290300310320330340350Direction (° True)

Frequency Figure 3. 5b Frequency histogram of current direction - 20.56 m above seabed at South

0150

0100

0050

0000

Cava

0200 000010020030040050060070080090100110120130140150160170180190200210220230240250260270280290300310320330340350Direction (°

True)Frequency Figure 3.5c Frequency histogram of current direction - 24. 06 m above seabed at

0100

0050

0000

Cava

South

0150 0200

Mainstream – South Cava Hydrographic and Site Survey 13 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3.6 Current speed against percentile

Figure 3. 6a Current speed against percentile - 2. 06 m above seabed at South Cava

100% 95% 90%

80%

70%

63% 60% 0.041, 60% 080. 10. 120.

50% 14Current

42% 40%

30%

20%

10%

00.020. 040. 060.

Speed ( m/ s)PercentilePercentile Analysis thresholds mean Figure 3.6b Current speed against percentile - 20.

30%

20%

above 10%

55% 80%90% seabed at South 100% 061, 00.

0. m 83%

35% 56

19%

Cava

40%50%60%70%

020. 040. 060. 080. 10. 120. 140. 160. 18Current Speed ( m/s)PercentilePercentile Analysis thresholds

17%

Cava

South 3.

55%0% seabed 10% 6c Current speed

above 20%

Figure 06

24. mean

percentile -

against

33%78%0.066,

Mainstream – South Cava Hydrographic and Site Survey 14 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 3.7 Time-series orthogonal current speed vector component plot.

Figure 3.7a Time- series orthogonal current speed vector component plot - 2.06 m above seabed

at South Cava

0h13- Jul 0h14- Jul 0h15- Jul 0h16- Jul 0h17- Jul 0h18- Jul 0.15 m/ s Jul

0h12- 0.10 m/ s

Jul

0.05 m/ s 0h11-

Jul 0.00 m/ s

0h10-

0.05 m/ s Jul

0.10 m/ s 09-

0h19- Jul 0h20- Jul 0h21- Jul 0h22- Jul 0h23- Jul 0h24- Jul 0h25- Jul 0h26- Jul 0h25m 26m 27m

0. 10 m/s 0.05 m/s 0.00 m/ s speed vector component plot - Cava

South Time- series orthogonal current

at L Figure 3.7b

seabed

residual lat. residual W~

above

amplitude lat. amplitude long. m

32m longitudinal lateral long. 56

28m 29m 30m 31m 20.

0.05 m/s 0.10 m/s 0.15 m/ s 0.20 m/s 09-Jul 0h10-

32m longitudinal lateral long. amplitude lat. amplitude long. residual lat. residual W~ Jul 0h25- Jul 0h26- 31m

Jul 0h23- Jul 0h24- 30m

Jul 0h21- Jul 0h22- 29m

Jul 0h19- Jul 0h20- 28m

Jul 0h17- Jul 0h18- 27m

Jul 0h15- Jul 0h16- 26m

Jul 0h13- Jul 0h14- 0h25m

Jul 0h11- Jul 0h12- Jul

Mainstream – South Cava Hydrographic and Site Survey 15 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 APPENDIX A ADCP SPECIFICATIONS

The following table provides specification information for the RDI 600 kHz Workhorse Acoustic Doppler Current Meter (ADCP).

Table A ADCP equipment specifications

Parameter Accuracy Precision Resolution Range

Speed ( cm/ s) ± 0.25% + 2 mm/ sec < 1 0.1 2,000 max

Direction ± 2.0° ± 0.5° 0.01 0 - 360 Pressure ( dB) n/a n/a n/a n/a Tilt/ Roll ± 0.5 ± 0.5 0.01 ± 15

Temperature Not Known 0.4 0.01 - 5 to 45

The following table provides specification information for the RDI 600 kHz Workhorse Accoustic Doppler Current Meter (ADCP) set up parameters.

Table B ADCP Set up parameters

Parameter Setting

System Frequency ( kHz) 614. 4 Ping interval ( mins) 00:04.00

Ping/ Ens 300 First Ensemble 09/07/2008 13:25 Last Ensemble 28/02/2008 14:05

Ensemble interval ( seconds) 1200 Bin size ( m) 0.5 Blanking distance ( m) 1.1 1st Bin Range 1.61 Bins 69 Transducer 4 Beam Janus

Beam Angle ( Degrees) 20

Mainstream – South Cava Hydrographic and Site Survey 16 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 Figure A1 ADCP hydrographic meter set-up parameters for blanking

Bin 1 0.5 m) Mid bin 0.25 m)

Blanking Total Lowest Distance Blanking Reading 1st bin range above distance 2.06m) 1.61 m) Transducer 1.81m) 1.11 m)

ADCP Height of Transducer Weighted Stainless above seabed steel frame and 0.70 m) gimbal

Mainstream – South Cava Hydrographic and Site Survey 17 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 Function starting 07/09/08 13:21:48 >>>>>>

Powering Down

Function starting 07/09/08 13:21:53 >>>>>>

RDI Compass Error Estimating Algorithm

Press any key to start taking data after the instrument is setup.

Rotate the unit in a plane until all data samples are acquired... rotate less than 5ø/sec. Press Q to quit.

N NE E SE S SW W NW N

Calculating compass performance ...

Total error: 5.6ø <<<

Press D for details or any other key to continue...

Powering Down

Function starting 07/09/08 13:22:51 >>>>>>

BREAK Wakeup A] WorkHorse Broadband ADCP Version 16.30

Mainstream – South Cava Hydrographic and Site Survey 18 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 Teledyne RD Instruments (c) 1996-2007 All Rights Reserved. DEPLOY? Deployment Commands: BP = 001 ------Bottom Track Pings per Ensemble

CF = 01110 ------Flow Ctrl (EnsCyc;PngCyc;Binry;Ser;Rec) CK ------Keep Parameters as USER Defaults CR # ------Retrieve Parameters (0 = USER, 1 = FACTORY) CS ------Start Deployment

EA = +00000 ------Heading Alignment ( 1/100 deg) EB = +00000 ------Heading Bias (1/100 deg) ED = 00000 ------Transducer Depth ( 0 - 65535 dm) ES = 35 ------Salinity (0-40 pp thousand) EX = 00000 ------Coord Transform ( Xform: Type,Tilts,3 Bm,Map) EZ = 1111101 ------Sensor Source (C,D,H,P,R,S,T)

RE ------Recorder ErAsE RN ------Set Deployment Name

TE = 00:00:00.60 ------Time per Ensemble ( hrs:min:sec.sec/100) TF = **/**/**,**:**:** --- Time of First Ping (yr/mon/day,hour:min:sec) TP = 00:00.30 ------Time per Ping (min:sec.sec/100) TS = 08/07/09,13:22:52 --- Time Set (yr/mon/day,hour:min:sec)

WD = 111 100 000 ------Data Out (Vel,Cor,Amp; PG,St,P0; P1,P2,P3) WF = 0200 ------Blank After Transmit ( cm) WN = 050 ------Number of depth cells (1-128) WP = 00001 ------Pings per Ensemble ( 0-16384) WS = 0200 ------Depth Cell Size (cm) WV = 330 ------Mode 1 Ambiguity Vel (cm/s radial)

SYSTEM? System Control, Data Recovery and Testing Commands: AC ------Output Active Fluxgate & Tilt Calibration data AF ------Field calibrate to remove hard/soft iron error AR ------Restore factory fluxgate calibration data AX ------Examine compass performance AZ ------Zero pressure reading

CB = 411 ------Serial Port Control (Baud; Par; Stop) CP # ------Polled Mode ( 0 = NORMAL, 1 = POLLED) CZ ------Power Down Instrument

FC ------Clear Fault Log FD ------Display Fault Log

Mainstream – South Cava Hydrographic and Site Survey 19 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 OL ------Display Features List

PA ------Pre-Deployment Tests PC1 ------Beam Continuity PC2 ------Sensor Data PS0 ------System Configuration PS3 ------Transformation Matrices

RR ------Recorder Directory RF ------Recorder Space used/free (bytes) RY ------Upload Recorder Files to Host

TS? TS = 08/07/09,13:23:06 --- Time Set (yr/mon/day,hour:min:sec) PS0 Instrument S/N: 2152 Frequency: 614400 HZ Configuration: 4 BEAM, JANUS Match Layer: 10 Beam Angle: 20 DEGREES Beam Pattern: CONVEX Orientation: UP Sensor(s): HEADING TILT 1 TILT 2 DEPTH TEMPERATURE PRESSURE Pressure Sens Coefficients: c3 = +6.000000E-14 c2 = +1.000000E- 08 c1 = +3.680000E-02 Offset = - 1.984653E+ 00

Temp Sens Offset: - 0.36 degrees C

CPU Firmware: 16.30 [0] Boot Code Ver: Required: 1.13 Actual: 1.13 DEMOD # 1 Ver: ad48, Type: 1f DEMOD #2 Ver: ad48, Type: 1f PWRTIMG Ver: 85d3, Type: 6

Board Serial Number Data: 9B 00 00 03 A4 42 9A 09 PIO727- 3000-03C E5 00 00 03 01 7C 79 09 CPU727-2000-00H B7 00 00 02 FB 7A 85 09 REC727- 1000-03A 24 00 00 02 C9 3A 97 09 DSP727-2001-03F PA

PRE-DEPLOYMENT TESTS

CPU TESTS: RTC...... PASS

Mainstream – South Cava Hydrographic and Site Survey 20 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 RAM...... PASS ROM...... PASS RECORDER TESTS: PC Card #0...... DETECTED Card Detect...... PASS Communication...... PASS DOS Structure...... PASS Sector Test (short)...... PASS PC Card #1...... NOT DETECTED DSP TESTS: Timing RAM...... PASS Demod RAM...... PASS Demod REG...... PASS FIFOs...... PASS SYSTEM TESTS: XILINX Interrupts... IRQ3 IRQ3 IRQ3 ...PASS Wide Bandwidth...... PASS Narrow Bandwidth...... PASS RSSI Filter...... PASS Transmit...... PASS SENSOR TESTS: H/W Operation...... PASS PC2

Press any key to quit sensor display ...

All Sensors are Internal Only. Heading Pitch Roll Up/Down Attitude Temp Ambient Temp PRESSURE 100.35ø -6.50ø 0.14ø Up 18.68øC 18.98øC 0.7 kPa RS RS = 000,016 ------REC SPACE USED (MB), FREE (MB)

PC1

BEAM CONTINUITY TEST

When prompted to do so, vigorously rub the selected beam's face.

If a beam does not PASS the test, send any character to the ADCP to automatically select the next beam.

Collecting Statistical Data... 38 40 41 40

Rub Beam 1 = PASS Rub Beam 2 = PASS

Mainstream – South Cava Hydrographic and Site Survey 21 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 Rub Beam 3 = PASS Rub Beam 4 = PASS

Powering Down

Function starting 07/09/08 13:24:05 >>>>>>

Powering Down

Function starting 07/09/08 13:25:06 >>>>>>

No files found.

Bytes used on device #0 = 0 Total capacity = 15974400 bytes Total bytes used = 0 bytes in 0 files Total bytes free = 15974400 bytes

Mainstream – South Cava Hydrographic and Site Survey 22 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 ES35 EX11111 EZ1111111 WA50 WB0 WD111100000 WF88 WN69 WP300 WS50 WV175 TE00:20:00.00 TP00:04.00 CK Parameters saved as USER defaults] The command CS is not allowed in this command file. It has been ignored. The following commands are generated by this program: CF? CF = 11111 ------Flow Ctrl (EnsCyc;PngCyc;Binry;Ser;Rec) CF11111 RN Cav3_ cs

Mainstream – South Cava Hydrographic and Site Survey 23 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008 APPENDIX B PITCH, ROLL AND HEADING DATA

Pitch

2 09/3

07/

200817/

200816/ 07/

200815/ 07/

200814/ 07/

07/

07/ 200813/

07/ 200812/

07/ 200811/ 07/200810/

200818/

07/200827/

07/200826/

07/200825/

07/200824/

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Mainstream – South Cava Hydrographic and Site Survey 24 Assignment Number: A30082- S00 Document Number: A-30082- S00- REPT- 00-R01 October 2008