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ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro Vancouver 100 The Pointe, 999 Canada Place Vancouver, B.C. V6C 3T4 Prepared by: Hemmera Envirochem Inc. 18 th Floor, 4730 Kingsway Burnaby, B.C. V5H 0C6 SMRU Canada Ltd. 1529 West 6 th Avenue Vancouver, B.C. V6J 1R1 JASCO Applied Sciences (Canada) Ltd. 2305-4464 Markham Street Victoria, B.C. V8Z 7X8 File: 302-042.02 December 2014
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Page 1: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

ROBERTS BANK TERMINAL 2

TECHNICAL DATA REPORT

Underwater Noise

Ship Sound Signature Analysis Study

DRAFT Prepared for: Port Metro Vancouver 100 The Pointe, 999 Canada Place Vancouver, B.C. V6C 3T4 Prepared by: Hemmera Envirochem Inc. 18

th Floor, 4730 Kingsway

Burnaby, B.C. V5H 0C6 SMRU Canada Ltd. 1529 West 6

th Avenue

Vancouver, B.C. V6J 1R1 JASCO Applied Sciences (Canada) Ltd. 2305-4464 Markham Street Victoria, B.C. V8Z 7X8 File: 302-042.02 December 2014

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures December 2014

Technical Report/Technical Data Report Disclaimer

The Canadian Environmental Assessment Agency determined the scope of the proposed Roberts Bank

Terminal 2 Project (RBT2 or the Project) and the scope of the assessment in the Final Environmental

Impact Statement Guidelines (EISG) issued January 7, 2014. The scope of the Project includes the

project components and physical activities to be considered in the environmental assessment. The scope

of the assessment includes the factors to be considered and the scope of those factors. The

Environmental Impact Statement (EIS) has been prepared in accordance with the scope of the Project

and the scope of the assessment specified in the EISG. For each component of the natural or human

environment considered in the EIS, the geographic scope of the assessment depends on the extent of

potential effects.

At the time supporting technical studies were initiated in 2011, with the objective of ensuring adequate

information would be available to inform the environmental assessment of the Project, neither the scope

of the Project nor the scope of the assessment had been determined.

Therefore, the scope of supporting studies may include physical activities that are not included in the

scope of the Project as determined by the Agency. Similarly, the scope of supporting studies may also

include spatial areas that are not expected to be affected by the Project.

This out-of-scope information is included in the Technical Report (TR)/Technical Data Report (TDR) for

each study, but may not be considered in the assessment of potential effects of the Project unless

relevant for understanding the context of those effects or to assessing potential cumulative effects.

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - i - December 2014

EXECUTIVE SUMMARY

The Roberts Bank Terminal 2 Project (RBT2 or the Project) is a proposed new three-berth marine

terminal at Roberts Bank in Delta, B.C. The Project is part of PMV’s Container Capacity Improvement

Program, a long-term strategy to deliver projects to meet anticipated growth in demand for container

capacity to 2030. Studies described in this technical data report contribute to an understanding of the

environmental effects of the Project. As part of the proposed Project, underwater noise studies were

undertaken in the vicinity of Roberts Bank and in other areas of the Salish Sea. To measure transmission

loss (TL) and estimate source levels (SL) of vessels, acoustic measurements were collected for the Ship

Sound Signature Analysis Study in four locations: one at Roberts Bank near RBT2, two in Haro Strait,

and one in Juan de Fuca Strait south of Victoria. The objectives of the TL measurements were to: 1)

improve sound propagation models at multiple noise modelling locations; and 2) allow accurate estimates

of container ship and other ship SLs collected over multiple years by the Whale Museum and Beam

Reach (TWMBR) in Haro Strait. The objectives of the SL measurements were to: 1) generate descriptive

statistics of SLs of multiple ship size and type classes, including bulk carriers, cargo and container ships,

fishing and passenger vessels, tankers, tugs, and vehicle carriers; 2) estimate SLs of container ships and

tugs transiting at different speeds; and 3) estimate SLs of berthing activities at Deltaport Terminal.

Results of this study provide Project area and regional area-specific measurements to fill data gaps and

increase confidence in the construction and operational acoustic modelling to be completed for the

Project. Estimates of Project acoustic effects rely on accurate estimates of SLs and the site-dependent

TL, which attenuates these sounds.

One-third octave band TL values were measured for input into the acoustic propagation model.

Geoacoustic inversions were performed to estimate the acoustic parameters of seafloor layers that

influence acoustic TL, as these were unknown at each site. The inversion results indicate that the seabed

sediments are acoustically absorptive at all sites, and that the compressional wave speeds are consistent

with soft, unconsolidated silts and clays. When possible, the range-dependent acoustic model (RAM) was

used because of its suitability to low frequency propagation and its ability to take into account complex

bathymetry and sub-bottom geoacoustic properties. At distances <100 m, a wavenumber integration

propagation model was used. Site-specific TL measurements allowed for more accurate estimates of SL,

and measures of TL and estimates of SL allowed for more accurate site-dependent sound

propagation models (JASCO 2014a, b).

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SLs of three large container ships representative of those currently using Roberts Bank terminals (i.e.,

>320 m in length) were estimated for transiting speed (~20 knots) and lower speed (~10 knots). Overall,

SLs were higher for ships transiting at ~20 knots (i.e., 206.0, 203.9, and 200.5 dB re 1 µPa at 1 m) versus

~10 knots (i.e., 198.2, 191.9, 187.9 dB re 1 µPa at 1 m).

SLs were also estimated from 5,993 ship transits through Haro Strait recorded off of Lime Kiln Point State

Park, Washington. A multiple linear mixed effects model was used to explore the relationships between

ship SL and ship class, width, and speed over ground (SOG). There was a significant positive relationship

between SL and SOG with a slope of 0.47 (95% confidence intervals (CI): 0.37 to 0.57) indicating that on

average, SL increases by almost half a dB for every one knot increase in speed. Likewise, there was a

positive relationship between ship width and SL such that SL increased by 0.10 dB (95% CI: 0.04 to 0.17)

for every 1 m increase in width. Container ships >320 m and bulk carriers >250 m had the highest SL with

means of 190.3 and 190.7 dB re 1µPa at 1m, respectively. In comparison, transiting fishing vessels and

tugs had some of the lowest SLs with means of 177.6 and 179.3 dB re 1µPa at 1m, respectively.

SLs were estimated for a harbour tug, the Seaspan Resolution for three scenarios: 1) transiting at

different speeds (i.e., 4.0, 7.5, and 12.0 knots); 2) performing three simulations of berthing activities (i.e.,

half power, full power, and accelerating); and 3) berthing a container ship at Deltaport Terminal (included

a second tug, the Seaspan Raven). SLs for the harbour tug Seaspan Resolution increased with speed

(i.e., 3.4 dB per 1 knot increase) with broadband SLs of 162.1, 171.3, and 189.1 dB re 1 µPa at 1 m for

the tug transiting at 4.0, 7.5, and 12.0 knots, respectively. Broadband SLs for berthing simulation activities

were 180.2, 199.7, and 191.7 dB re 1 µPa at 1 m for the half power, full power, and acceleration

scenarios, respectively. Average broadband SL for the harbour tugs, Seaspan Raven and Seaspan

Resolution, berthing the Vienna Express were 186.2 dB re 1 µPa at 1 m over the entire operation and

191.2 dB re 1 µPa at 1 m over the loudest period.

The SLs of 5,993 transits of ships in Haro Strait are consistent with other studies (Bassett et al. 2012;

McKenna et al. 2012); while SLs of the three large container ships are the maximum SLs measured for

container ships >320 m and are between 10 and 16 dB higher than the mean SL for this ship class. This

may be due to the reduced ability of the TWMBR hydrophone at measuring ship noise below 50 Hz,

where ship noise typically peaks. The increase in SL with speed for most ships is also consistent with

previous studies (McKenna et al. 2013).

The results of this study have provided more accurate inputs into the cumulative underwater noise study

(JASCO 2014a), which uses known locations of ships, ship SL (adjusted by ship class and ship speed),

and acoustic propagation models adjusted by site-dependent TL to model noise levels in the study area.

Noise levels are then in turn used to estimate Project operational noise effects on southern resident killer

whales (SMRU 2014).

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - iii - December 2014

ACRONYMS

AICc Akaike Information Criterion with correction for finite sample size

AIS Automatic Identification System

AMAR Autonomous Multichannel Acoustic Recorder

CI confidence interval

CPA closest point of approach

PSD power spectral density

RAM range-dependent acoustic model

RL received level

rms root-mean-square

SL source level

SNR signal to noise ratio

SPL sound pressure level

SOG speed over ground

TL transmission loss

TWMBR the Whale Museum and Beam Reach

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TABLE OF CONTENTS

EXECUTIVE SUMMARY ............................................................................................................................... I

ACRONYMS ........................................................................................................................................... III

1.0 INTRODUCTION .............................................................................................................................. 1

1.1 PROJECT BACKGROUND ........................................................................................................ 1

1.2 SHIP SOUND SIGNATURE ANALYSIS OVERVIEW ....................................................................... 1

1.2.1 Transmission Loss (TL) ......................................................................................... 3

1.2.2 Source Level (SL) .................................................................................................. 3

1.3 STUDY AREA ......................................................................................................................... 3

2.0 TRANSMISSION LOSS: MEASUREMENTS AND MODEL ........................................................... 5

2.1 TRANSMISSION LOSS MODELS ............................................................................................... 5

2.2 TRANSMISSION LOSS MODEL IN HARO STRAIT ........................................................................ 8

3.0 SHIP SOURCE LEVELS ............................................................................................................... 10

3.1 SHIPS TRANSITING (HARO STRAIT) ....................................................................................... 10

3.1.1 Container Ship Source Levels from AMARs ........................................................ 10

3.1.2 Ship Source Levels from TWMBR Hydrophone .................................................. 13

3.1.3 Discussion of Ship Source Levels and Comparison to Other Studies ................. 19

3.2 APPROACHING PORT AND BERTHING (ROBERTS BANK) ......................................................... 21

3.2.1 Tug Transiting ...................................................................................................... 21

3.2.2 Tug Berthing Simulations ..................................................................................... 22

3.2.3 Tug Berthing ......................................................................................................... 23

4.0 DISCUSSION OF KEY FINDINGS ................................................................................................ 25

5.0 DATA GAPS AND LIMITATIONS ................................................................................................. 25

6.0 CLOSURE ...................................................................................................................................... 26

7.0 REFERENCES ............................................................................................................................... 27

8.0 STATEMENT OF LIMITATIONS ................................................................................................... 28

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List of Tables

Table 1 Ship Sound Signature Analysis Study Components and Major Objectives ........................ 2

Table 2 Geoacoustic Properties at Each Site that Result in the Best Match of Measured Single-

frequency TL to Model Predictions ..................................................................................... 6

Table 3 Specifications for SLs of Selected Container Ships Measured While Transiting at

Different Speeds ............................................................................................................... 11

Table 4 Ship Speed (knots) and Sample Size (N) for Each Ship Class Included in Analyses ...... 14

Table 5 Model Selection Table Output for the Four Models with the Lowest AIC Values

(see below for explanations of model outputs) ................................................................. 14

Table 6 SL (dB re 1µPa @ 1m) by Ship Class. Mean SLs were Calculated before Conversion

to dB Scale ........................................................................................................................ 17

Table 7 Mean Drop in the 1/3 Octave Band SL (dB) from the 100 to 10,000 Hz Band ................. 18

List of In-Text Figures

Figure 1 Study Area (AMAR Deployments). AMAR A = Roberts Bank, AMAR B = Lime Kiln, AMAR

C and D = Haro Strait, AMAR E = Victoria, and AMAR F = Georgia Strait. ....................... 4

Figure 2 Measured (Blue Symbols) and Modelled (Black Lines) TL for Tones at 316, 501, 794, and

1995 Hz Along the Southwest Transect Near Victoria. Spherical Spreading Loss (20 Log

R) is Shown as Red Lines ................................................................................................... 6

Figure 3 Single-frequency TL Measurements for Roberts Bank (AMAR A), Lime Kiln (AMAR B),

Haro Strait (AMARs C and D), and Victoria Pilot Site (AMAR E) Tracks Along with

Spherical Spreading (20 Log R) Plus Absorption (α) for Frequencies Above 10,000 Hz ... 7

Figure 4 Comparison of Modelled and Measured 1/3-Octave Band TL between the Southbound

Haro Strait Shipping Lane and Lime Kiln Site* ................................................................... 8

Figure 5 One-third Octave Band TL from the Northbound and Southbound Haro Strait Shipping

Lanes to the TWMBR Hydrophone near Lime Kiln. ............................................................ 9

Figure 6 Calculated 1/3 Octave Band SLs for: a) the Osaka Express; b) the CMA CGM Attila; and

c) the Zim Los Angeles, at Two Different Speeds. Haro Strait Values were Averaged

between AMARs C and D. ................................................................................................ 12

Figure 7 Ship Speed (knots) Versus Calculated Broadband SL for the Three Ships Measured in

Haro Strait and Near the Victoria Pilot Site ....................................................................... 13

Figure 8 Speed over Ground (knots) vs. SL (dB re 1µPa @ 1m). Red Line is the Linear Mixed

Effects Model Estimate of this Relationship. Black Shadows around the Red Line are the

95% CI .............................................................................................................................. 16

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Figure 9 Ship Width (m) vs. SL (dB re 1µPa @ 1m). Red Line is the Linear Mixed Effects Model

Estimate of this Relationship. Black Shadows around the Red Line are the 95% CI ....... 16

Figure 10 Mean 1/3 Octave Band SLs by Ship Class ....................................................................... 17

Figure 11 One-third Octave Band SLs of Repeat Transits of the Vancouver Express, a 334 m

Container Ship. The Colour Represents Seasons: Black is Winter, Magenta is Spring,

Red is Summer, and Blue is Fall. ...................................................................................... 19

Figure 12 One-Third Octave Band SLs for the Three Container Ships Measured in this Study and

the Average Container Ship SLs Reported in McKenna et al. (2012) .............................. 21

Figure 13 Calculated 1/3 Octave Band SLs for Seaspan Resolution Transiting at 4.0, 7.5, and

12.0 knots .......................................................................................................................... 22

Figure 14 Calculated 1/3 Octave Band SLs for Seaspan Resolution Performing Berthing

Simulations at Half Power (Blue), Full Power (Red), and Accelerating (Orange)............. 23

Figure 15 Calculated 1/3 Octave Band Composite SLs for Seaspan Resolution and Seaspan Raven

Berthing the Vienna Express. SLs Were Calculated from RLs Averaged Over The

Loudest Section (2 minutes, Red Line, 1596 m Slant Range) and Over the Section of the

Tugs Pushing Easy to Full (30 minutes, Blue Line, 1607 m Slant Range) ....................... 24

List of Appendices

Appendix A Warner, A., C. O’Neill, A. McCrodan, H. Frouin-Mouy, J. Izett, and A. MacGillivray. 2014.

Underwater Acoustic Measurements in Haro Strait and Strait of Georgia: Transmission

Loss, Vessel Source Levels, and Ambient Measurements. JASCO Document 00659,

Version 3.0. Technical report by JASCO Applied Sciences for Hemmera.

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 1 - December 2014

1.0 INTRODUCTION

This section provides project background information, an overview of the study, and study components

and major objectives.

1.1 PROJECT BACKGROUND

The Roberts Bank Terminal 2 Project (RBT2 or Project) is a proposed new three-berth marine terminal at

Roberts Bank in Delta, B.C. that could provide 2.4 million TEUs (twenty-foot equivalent unit containers) of

additional container capacity annually. The Project is part of Port Metro Vancouver’s Container Capacity

Improvement Program, a long-term strategy to deliver projects to meet anticipated growth in demand for

container capacity to 2030.

Port Metro Vancouver has retained Hemmera to undertake environmental studies related to the Project.

JASCO Applied Sciences (Canada) Ltd and SMRU Canada Ltd have been subcontracted by Hemmera to

conduct the Ship Sound Signature Analysis Study, the results of which provide Project area and regional

area-specific measurements to fill data gaps and increase confidence in the construction and operational

acoustic modelling.

1.2 SHIP SOUND SIGNATURE ANALYSIS OVERVIEW

A review of existing information and state of knowledge was completed for underwater ship noise to

identify key data gaps and areas of uncertainty related to Project activities. Several limitations of available

data and data gaps exist.

Ships generate sound in the water from propulsion and power generation. While research has been

conducted to measure ship source levels (SLs) and to understand how operational parameters (i.e.,

operational speed, propeller design, etc.) change ship SLs (Urick 1983; Ross 1976), many of these

studies have been conducted on older ship designs not relevant to Project activities. Recent studies on

newer ships more relevant to the Project had small sample sizes, used simplistic TL models, or did not

include all ship classes or activities needed for accurate estimates of Project noise (Bassett et al. 2012;

McKenna et al. 2012, 2013); therefore, this study was conducted in Project-related areas to fill these data

gaps. Proxy measurements will still be needed for container ships and tugs that will be berthing at RBT2

because no SL measurements are available for the larger Mærsk E-class, and tug designs for RBT2 are

not available.

This chapter summarises study findings for key components identified from this gap analysis and that

will inform operational and regional noise modelling (JASCO 2014a) for the Project including:

Sound propagation properties at Roberts Bank from the RBT2 site; and

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Sound levels from:

▫ current and future container ships traveling at different speeds;

▫ other ship classes using the study area;

▫ tugs travelling at different speeds; and

▫ ships during berthing.

An acoustic measurement program was undertaken during May and June 2013 to address data gaps

related to underwater noise within the general RBT2 area. These acoustic measurements in relation to

ship sound signatures had the following objectives:

Determine the most appropriate sound propagation models to use within the study area;

Measure SLs of container ships and tugs transiting at different speeds; and

Measure SLs of berthing container ships.

More details on the methods and results of the acoustic measurement program are provided in

Appendix A.

Study components, major objectives, and a brief overview are provided in Table 1.

Table 1 Ship Sound Signature Analysis Study Components and Major Objectives

Component Major Objective Brief Overview

1) Transmission loss (TL) measurements

To improve the accuracy and site-specificity of sound propagation models in the Project and larger regional area.

To allow for accurate estimates of ship SLs collected over multiple years by the Whale Museum and Beam Reach (TWMBR).

Wide-band (0.3 to 30 kHz) TL data were collected at Roberts Bank, Haro Strait, Lime Kiln, and the Victoria pilot site.

2) Source level (SL) estimates

To generate descriptive statistics of SLs of container ships and other ship classes

To measure SLs of container ships and tugs transiting at different speeds

To measure SLs of berthing container ship activities at Deltaport Terminal

Vessels transiting Haro Strait were recorded over a 26 month period and SLs were estimated

High-speed and low-speed SLs for three container ships were measured in Haro Strait and at the Victoria pilot site.

Multiple SLs for a harbour tug were measured at Roberts Bank.

Berthing SLs were measured at Deltaport Terminal.

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1.2.1 Transmission Loss (TL)

TL is a measure of how sound levels diminish between a source and receiver over distance. TL depends

on the frequency of the sound and the physical environment, including water sound speed profile,

bathymetry, and sub-bottom geoacoustic properties. TL is calculated from source and received levels

according to the equation:

RLSLTL

where SL is the source level (dB re 1 µPa at 1 m) and RL is the received sound pressure level or SPL (dB

re 1 µPa) , and TL is the transmission loss (dB re 1 m). Conducting TL measurements in an area provides

site-specific data on sound propagation and allows for more accurate SL measurements and noise

modelling.

1.2.2 Source Level (SL)

SL is a measure of the intensity of sound that a source emits at a standard reference distance of 1 m. For

point sources, such as a small transducer, SLs can be measured directly with a hydrophone at 1 m

distance. For larger sources, SLs must be determined indirectly by measuring RLs at larger distances and

back-propagating the levels to a reference distance of 1 m. For example, because ships radiate sound

from their hull and propeller, their SLs must be measured at a distance such that the TL from the different

points on the ship emitting sound is roughly the same. SLs are calculated by re-arranging the previous

equation to the following:

TLRLSL

1.3 STUDY AREA

Acoustic measurements for the Ship Sound Signature Analysis Study were collected in four locations

using Autonomous Multichannel Acoustic Recorders (AMARs): Roberts Bank near RBT2, in Haro Strait

(two recorders), and in Juan de Fuca Strait south of Victoria (Figure 1).

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Figure 1 Study Area (AMAR Deployments). AMAR A = Roberts Bank, AMAR B = Lime Kiln, AMAR C and D = Haro Strait, AMAR E = Victoria, and AMAR F = Georgia Strait.

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2.0 TRANSMISSION LOSS: MEASUREMENTS AND MODEL

To validate sound propagation models, TL measurements were conducted at Roberts Bank, in Haro

Strait, and in Juan de Fuca Strait south of Victoria. TL was measured by playing underwater sounds from

a Lubell underwater speaker at several distances (200 to 5,000 m) from the AMARs and calculating the

difference between the RL on the AMAR and the SL measured by a hydrophone 1 m from the underwater

speaker. Detailed methodologies can be found in Appendix A.

2.1 TRANSMISSION LOSS MODELS

One-third octave band TL was required to determine SLs for the ships included in this study; however,

measured single-frequency TL at 1/3-octave band centre frequencies may not accurately represent TL for

an entire 1/3-octave band. TL at specific ranges, particularly at low frequencies, can be large due to

destructive interference between different propagation paths; therefore, single-frequency TL would not be

representative of 1/3-octave band TL if the measurement geometry aligned with these nulls. One-third

octave band TL values were calculated with an acoustic propagation model, more appropriate for lower

frequencies. The range-dependent acoustic model (RAM) was used because of its suitability to low

frequency propagation and its ability to take into account complex bathymetry and sub-bottom

geoacoustic properties, except at distances less than 100 m where a wavenumber integration model

(Jensen et al. 2000) was used.

Geoacoustic inversions were performed to estimate the acoustic parameters of seafloor layers that

influence acoustic TL, as these were unknown at each site. Table 2 lists the TL tracks used for each site,

and the model-measurement mismatch and geoacoustic properties that provided the best match to TL

measurements. The inversion results indicate that the seabed sediments are acoustically absorptive at all

sites, and that the compressional wave speeds are consistent with soft, unconsolidated silts and clays

(Table 2). Because the TL data were not very sensitive to sediment density and attenuation coefficient,

those parameters were less well-defined by the inversion; however, these uncertainties do not adversely

affect the model predictions, as water depth and the AMAR height above the seafloor were more

important parameters and better constrained by the inversion algorithm.

TL measurements on AMAR D (Figure 1) were not used for the inversion because the source-receiver

range was not accurately known as that AMAR’s depth was affected by tidal currents. Figure 2 shows

examples of the TL measurements and predictions at four frequencies using the inversion results for the

Victoria TL transect. Figure 3 shows single-frequency TL measurements versus range for all transects at

frequencies above 10 kHz. Because spherical spreading (20 log R, where R is range in m) with

absorption matched TL measurements well at frequencies above 5 kHz, that method was used in the SL

back-propagation calculations to calculate 1/3-octave band TL for bands at 6.3 kHz and above.

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Table 2 Geoacoustic Properties at Each Site that Result in the Best Match of Measured Single-frequency TL to Model Predictions

Site Tracks Best rms

mismatch (dB) Compressional speed (m/s)

Density (g/cm3)

Attenuation (dB/λ)

Roberts Bank North of AMAR A,

West of AMAR A 5.8 1502 1.54 0.61

Haro Strait

North of AMAR C,

South of AMAR C,

West of AMAR B

6.1 1541 1.80 1.79

Victoria Southwest of AMAR E 4.8 1558 1.64 0.83

Figure 2 Measured (Blue Symbols) and Modelled (Black Lines) TL for Tones at 316, 501, 794, and 1995 Hz Along the Southwest Transect Near Victoria. Spherical Spreading Loss (20 Log R) is Shown as Red Lines

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Figure 3 Single-frequency TL Measurements for Roberts Bank (AMAR A), Lime Kiln (AMAR B), Haro Strait (AMARs C and D), and Victoria Pilot Site (AMAR E) Tracks Along with Spherical Spreading (20 Log R) Plus Absorption (α) for Frequencies Above 10,000 Hz

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2.2 TRANSMISSION LOSS MODEL IN HARO STRAIT

Due to the near–shore shallow placement of TWMBR Lime Kiln hydrophone and complex local

bathymetry, a TL study was conducted between the site and the shipping lane to allow for accurate SL

estimates in that location. One-third octave band TL was modelled from ships in the northbound and

southbound shipping lanes of Haro Strait to the location of the TWMBR hydrophone near Lime Kiln. TL to

Lime Kiln was measured by subtracting container ship RLs measured on AMAR B (at Lime Kiln) from SLs

of the same container ships measured on AMAR C and D (in the middle of Haro Strait). One-third octave

band RLs were averaged over a 30 second period when three container ships were at the closest point of

approach (CPA) along the southbound lane. Ship distances to AMAR B were 4.2, 4.4, and 4.2 km for the

Osaka Express, CMA CGM Attila, and Zim Los Angeles, respectively. Computed TL is compared with the

modelled TL from the southbound lane in Figure 4. TL measurements were computed from container

ship RLs on AMAR B. The TL modelled using RAM showed good agreement with the computed TL at

frequencies between 125 Hz and 5 kHz. At lower frequencies (≤ 100 Hz) the signal to noise ratio (SNR) of

the container ship data was poor due to the high levels of flow noise on AMAR B and the low-frequency

cut-off effect caused by the near-shore bathymetry drop-off at Lime Kiln. As a consequence, TL could not

be measured below 50 Hz for two of the container ships at Lime Kiln, and the remaining low-frequency TL

data exhibited a substantial amount of scatter.

Figure 4 Comparison of Modelled and Measured 1/3-Octave Band TL between the Southbound Haro Strait Shipping Lane and Lime Kiln Site*

* Frequency bands where the background noise on AMAR B obscured sound from the container ships were excluded from the analysis.

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 9 - December 2014

Above 5 kHz, spherical spreading slightly overestimated the TL between the shipping lanes and Lime

Kiln. A least-squares fit of the TL measurements above 5 kHz determined that an 18 Log R curve, plus a

frequency-dependent absorption coefficient, gave the best fit to the data (Figure 4); therefore, TL from

the southbound and northbound lanes to Lime Kiln was calculated using RAM at frequencies ≤5 kHz and

using 18 Log R with absorption at frequencies ≥6.3 kHz. The resulting 1/3 octave band TL values from the

two shipping lanes to Lime Kiln are shown in Figure 5 and detailed in Appendix A. Due to the complex

pattern in the modelled 1/3 octave band TL values, use of these 1/3 octave band TL values to estimate

SL for ships recorded at Lime Kiln resulted in an erroneous and consistent peak is source spectrum levels

between ~400 to 800 Hz. To generate a set of working 1/3 octave band TL levels that would not generate

this erroneous peak, a polynomial equation was fit to the TL values (Figure 5), resulting in smoothing TL

values at lower frequencies and fitting more closely with the TL values at higher frequencies. These

polynomial smoothed TL values from 50 Hz to 20 kHz were then added to ship RL measured on TWMBR

hydrophone at Lime Kiln to estimate SLs for these ships. Only ships clearly in the northbound lane

(1.48 to 2.96 km) and southbound lane (4.07 to 3.70 km) were included in SL estimates.

Figure 5 One-third Octave Band TL from the Northbound and Southbound Haro Strait Shipping Lanes to the TWMBR Hydrophone near Lime Kiln. A Polynomial Equation was Fit to the 1/3 Octave Band TL to Smooth the Values at Lower Frequencies

55

60

65

70

75

80

85

90

10 100 1000 10000

Tran

smis

sio

n L

oss

(d

B)

Frequency (Hz)

Northbound Lane to TWMBRhydro

Southbound Lane to TWMBRhydro

Northbound Polynomial

Southbound Polynomial

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3.0 SHIP SOURCE LEVELS

The continuous noise produced by the container ships or tugs passing the AMARs was quantified by

computing root-mean-square sound pressure levels (rms SPLs) over consecutive one second time

windows in 1/3 octave bands. The RLs were averaged over a 30 second time window centred around the

time of the CPA. Detailed methods are outlined in Appendix A.

Data collection on ship RLs on TWMBR hydrophone at Lime Kiln was achieved with a custom Python

program. An Automatic Identification System (AIS) receiver connected to a computer allowed the

recording system to trigger a 30 second acoustic recording whenever the AIS data indicated that a ship

was transiting in Haro Strait and was abeam of Lime Kiln (i.e., 240º from Lime Kiln). AIS ship data (i.e.,

ship name, Maritime Mobile Service Identity (MMSI; a nine digit ship or coast guard station unique

identifier), number, speed, location, etc.) were also automatically collected for each of these recordings.

The audio recordings were made with a Reson TC4032 hydrophone and a MOTU Traveller soundboard

that digitised the signal at 192 kHz sampling rate. Two second time windows were used to calculate rms

SPL, which were then averaged over the 30 seconds of CPA.

3.1 SHIPS TRANSITING (HARO STRAIT)

3.1.1 Container Ship Source Levels from AMARs

Three container ships from the largest container ship size class currently using the area (i.e., >320 m in

length) with high quality AMAR sound measurements were selected for analysis. The goal was to

estimate SL in the deep waters of Haro Strait at small CPA and regular operating speeds for comparison

with estimates from TWMBR hydrophone and with AMAR data from the Victoria Pilot site where these

ships would be traveling at lower speeds. SLs were estimated for the Osaka Express, CMA CGM Attila,

and Zim Los Angeles, as they travelled at transiting speeds (~20 knots) in Haro Strait and at lower

speeds (~10 knots) south of Victoria where ships must transfer pilots (Table 3). The estimated

1/3 octave band SLs of the three ships transiting in Haro Strait and past the Victoria Pilot Site are

depicted in Figure 6. Overall, these ships have higher SL while travelling at ~20 knots than when

travelling at ~10 knots. Peak energy in the SL of these ships is below 100 Hz, but the slope of the

spectrum tends to fall off more slowly with increasing frequency while the ships are near the Victoria Pilot

Site compared to these same ships in Haro Strait. This trend is especially evident in the 1/3 octave band

SL for the Osaka Express where levels are higher at the Victoria Pilot Site than Haro Strait for

frequencies >200 Hz, which is likely due to propeller cavitation as the ships accelerate away from the pilot

station. Cavitation is caused by rapid pressure changes in the water as the propeller spins, creating

bubbles in the water which implode resulting in noise.

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Table 3 Specifications for SLs of Selected Container Ships Measured While Transiting at Different Speeds

Ship Length

(m) Draft (m)

Operation Location Speed (knots)

SL (dB re 1µPa at 1m)

Date (2013)

Osaka Express 335 9.3 Transiting Haro Strait

Victoria

22.0

9.0

206.0

198.2 2 June

CMA CGM Attila 335 12.9 Transiting Haro Strait

Victoria

24.1

10.6

203.9

191.9 5 June

Zim Los Angeles 334 13.1 Transiting Haro Strait

Victoria

22.4

11.1

200.5

187.9 8 June

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Figure 6 Calculated 1/3 Octave Band SLs for: a) the Osaka Express; b) the CMA CGM Attila; and c) the Zim Los Angeles, at Two Different Speeds. Haro Strait Values were Averaged between AMARs C and D.

b)

c)

a)

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Figure 7 Ship Speed (knots) Versus Calculated Broadband SL for the Three Ships Measured in Haro Strait and Near the Victoria Pilot Site

3.1.2 Ship Source Levels from TWMBR Hydrophone

Between March 8, 2011 and October 8, 2013, 5,993 transits of ships past Lime Kiln were recorded during

which no other AIS transmitting ships were within six nautical miles (11.11 km) of Lime Kiln. Of these

transits, 2,187 were of unique ships (i.e., the rest were of ships already recorded in the dataset). On

average, container ships travelled at the highest speeds and tugs at the lowest, but there was typically

little variability in ship speed within each ship class (Table 4). For comparison to the AMAR ship speed

analysis and with other studies, a multiple linear mixed effects statistical model was implemented in R

(R Core Team 2012) to explore the relationships between ship SL and ship class, length, width,

deadweight, year built, and speed over ground (SOG). This type of statistical model is an extension of a

linear regression that allows for the input of more than one independent variable. A mixed effects model

was chosen because it was assumed that the variance in SL for each individual ship (i.e., repeated

measures of the same ship) would be smaller than the variance between ships. During model selection,

deadweight, length, and width were determined to be collinear (i.e., they are correlated enough that one

variable would predict another). As width had the highest explanatory value, it was retained in the

statistical model while the other two terms were dropped. The ‘dredge’ function in R was used to select

186.0

188.0

190.0

192.0

194.0

196.0

198.0

200.0

202.0

204.0

206.0

208.0

0.0 5.0 10.0 15.0 20.0 25.0 30.0

Bro

ad

ba

nd

SL

(d

B r

e 1

µP

a)

Ship Speed (knots)

Atilla

Osaka Express

Zim LA

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the model with the lowest Akaike Information Criterion with correction for finite sample size (AICc) values

and the statistical model that included ship class, SOG, and width was determined to be the most

appropriate model to use (i.e., it was ranked number 1; Table 5).

Table 4 Ship Speed (knots) and Sample Size (N) for Each Ship Class Included in Analyses

Ship Class Mean 95th %ile 75th %ile 50th %ile 25th %ile 5th %ile N

Bulk carrier <200 m

13.7 6.6 12.8 13.7 14.7 18.5 1,361

Bulk carrier 200-250 m

13.5 8.5 12.6 13.5 14.5 17.4 728

Bulk carrier >250 m

13.5 7.0 12.7 13.7 14.6 18.0 275

Cargo 14.5 8.3 13.4 14.5 15.6 19.0 333

Container ship <250 m

18.9 13.0 17.6 19.1 20.4 24.3 352

Container ship 250-320 m

20.1 12.5 18.9 20.2 21.5 25.4 833

Container ship >320 m

20.4 13.3 19.4 20.6 21.6 25.4 422

Fishing 9.3 1.5 8.0 8.9 10.5 22.1 104

Passenger 15.6 4.6 13.4 15.6 18.7 25.3 107

Tanker 14.1 8.4 13.1 14.1 15.0 20.4 349

Tug 8.7 3.0 7.0 8.6 10.1 16.8 650

Vehicle carrier 17.5 10.3 16.4 17.7 18.8 22.5 479

Table 5 Model Selection Table Output for the Four Models with the Lowest AIC Values (see below for explanations of model outputs)

Rank Intercept Ship Class

SOG Width Year Built AICc Delta

1 173.1 + 0.4682 0.1025 35209.2 0

2 176.1 + 0.476 35211.8 2.53

3 196 + 0.4741 0.1074 -0.01152 35217.2 7.99

4 180.3 + 0.4772 -0.0021 35220.3 11.10

To help the reader interpret the statistical model outputs in Table 5, the output parameters are explained.

Rank is the ranking of the statistical models based on their AICc (see explanation below). The Intercept

is the y intercept estimate for that statistical model, and is the estimate of the independent variable (in this

case SL) if all the dependent variables are held at their default value. Ship Class has a ‘+’ when this

categorical independent variable is included in the statistical model. If the SOG, Width, or Year Built has

an output in the table, it indicates that this continuous independent variable is included in the statistical

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model. These three outputs are the slope estimates for those variables. For example, an SOG output of

0.4682 indicates that for every 1 knot increase in SOG, the SL increases by 0.4682 dB. The AICc output

is a measure of the relative quality of a statistical model using a particular dataset and is what is used by

the ‘dredge’ function in R to rank the statistical models. The lower the AICc, the better the statistical

model is for that dataset. Delta is the difference in AICc score from the highest ranked model to the

model in question.

The significant positive relationship between SL and SOG with a slope of 0.47 (95% CI: 0.37 to

0.57) indicates that, on average, SL increases by almost half a dB for every one knot increase in speed

(Figure 8). Likewise, there was a positive relationship between ship width and SL such that SL increased

by 0.10 dB (95% CI: 0.04-0.17) for every 1 m increase in width (Figure 9). The R-squared value for the

fixed effects (i.e., ship class and speed) was 0.14 and the R-squared value for both fixed and random

effects (i.e., multiple measures of the same ship) was 0.22. Container ships >320 m and bulk carriers

>250 m had the highest SLs with means of 190.3 and 190.7 dB re 1µPa @ 1m, respectively, while fishing

vessels and tugs had some of the lowest with means of 177.6 and 179.3 dB re 1µPa @ 1m, respectively

(Table 6). When viewed in 1/3 octave band SLs, the broadband trends in SL tend to hold (Figure 10).

The increase in 1/3 octave spectrum levels above 10 kHz has not been reported in other literature and

may be due to large estimated TL and absorption at those high frequencies. To investigate differences in

spectrum level slopes, the 1/3 octave band SL in the 100 Hz band was subtracted from the 10,000 Hz

band (Table 7). Tankers and bulk carriers had the highest dB drop, while tugs and fishing vessels had the

smallest decrease, indicating that tankers and bulk carriers generate relatively less high frequency sound

than low frequency sound when compared to tugs and fishing vessels. This result has relevance for

investigating frequency overlap between vessel noise and marine mammal sounds (i.e., killer whale calls

and clicks).

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 16 - December 2014

Figure 8 Speed over Ground (knots) vs. SL (dB re 1µPa @ 1m). Red Line is the Linear Mixed Effects Model Estimate of this Relationship. Black Shadows around the Red Line are the 95% CI

Figure 9 Ship Width (m) vs. SL (dB re 1µPa @ 1m). Red Line is the Linear Mixed Effects Model Estimate of this Relationship. Black Shadows around the Red Line are the 95% CI

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Table 6 SL (dB re 1µPa @ 1m) by Ship Class. Mean SLs were Calculated before Conversion to dB Scale

Ship Class Mean 95th %ile 75th %ile 50th %ile 25th %ile 5th %ile

Bulk carrier <200 m 188.3 167.4 174.8 182.0 188.1 194.2

Bulk carrier 200-250 m 187.1 166.4 173.9 181.1 187.4 193.3

Bulk carrier >250 m 190.7 172.6 180.1 185.5 190.1 196.3

Cargo 187.9 172.0 178.2 182.9 187.6 193.8

Container ship <250 m 187.0 170.9 177.2 182.4 187.3 192.6

Container ship 250-320 m 188.4 174.7 180.6 184.8 188.9 194.1

Container ship >320 m 190.3 176.5 181.8 185.6 189.5 196.4

Fishing 177.6 161.2 167.3 171.2 175.3 182.3

Passenger 181.1 163.3 170.3 174.7 179.1 187.1

Tanker 185.9 168.6 175.5 180.8 185.6 192.2

Tug 179.3 164.3 170.5 174.8 179.0 184.9

Vehicle carrier 185.4 172.9 177.7 181.8 185.8 191.1

Figure 10 Mean 1/3 Octave Band SLs by Ship Class

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Table 7 Mean Drop in the 1/3 Octave Band SL (dB) from the 100 to 10,000 Hz Band

Ship Class Mean

Bulk carrier <200 m -12.7

Bulk carrier 200-250 m -9.9

Bulk carrier >250 m -9.5

Cargo -9.8

Container ship <250 m -6.0

Container ship 250-320 m -5.1

Container ship >320 m -4.8

Fishing -3.9

Passenger -4.9

Tanker -11.9

Tug -4.2

Vehicle carrier -8.4

Sound speed profiles can change with seasons and therefore could cause changes in TL by season. To

investigate this possibility, the SLs of the five most commonly recorded container ships >320 m in

length were plotted for each ship. One-third octave levels were plotted with different colours by season.

Figure 11 is an example of these plots. While there is a large amount of variability in SL between transits,

a consistent seasonal change in the SL, either in general or at specific frequencies, is not apparent.

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 19 - December 2014

Figure 11 One-third Octave Band SLs of Repeat Transits of the Vancouver Express, a 334 m Container Ship. The Colour Represents Seasons: Black is Winter, Magenta is Spring, Red is Summer, and Blue is Fall.

3.1.3 Discussion of Ship Source Levels and Comparison to Other Studies

The broadband SLs for all three container ships transiting at high speed in Haro Strait were similar (within

4 dB); however, levels above 1 kHz for the Osaka Express were approximately 20 dB lower than those

from the CMA CGM Attila and Zim Los Angeles. The high frequency SL of the Osaka Express was higher

when its speed was 9.0 knots at the Victoria pilot site than when it transited at 22.0 knots in Haro Strait.

This result, which is likely caused by increased cavitation from high load on the propellers as the Osaka

Express accelerated, was not observed with the other two container ships. These findings emphasise the

importance of cavitation in determining radiated noise levels at high frequencies that overlap with and

potentially mask killer whale call and clicks.

Broadband SLs from the three ships recorded on AMARs in Haro Strait are 15 to 20 dB higher than mean

SLs reported by McKenna et al. (2012) for container ships transiting at 20.0 knots and are above the 5th

percentile of container ships >320 m recorded with TWMBR hydrophone. The same transits of these

three ships were also recorded on TWMBR hydrophone. From that dataset, the estimated SLs of the

Osaka Express, CMA CGM Attila, and Zim Los Angeles were 187.0, 193.1 and 190.1 dB re 1 µPa at 1 m

respectively, which are 19, 10.8 and 10.4 dB lower than AMAR estimates in the middle of Haro Strait.

This may be due to the shallow depth of TWMBR hydrophone which would make it difficult to measure

frequencies below 50 Hz. Comparison of the 1/3 octave bands shows that the AMAR measurements of

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these three ships are consistent with McKenna et al. (2012) above 200 Hz, but are higher from 20 to 160

Hz (Figure 12). Although the measurements from TWMBR hydrophone showed a great deal of variation,

the 50th percentile measurements are consistent with the different ship class measurements reported in

McKenna et al. (2012), suggesting that either the TWMBR hydrophone estimated SLs are underestimates

at low frequencies, or the AMAR estimates of SL are overestimates, or both. The relative ship-

hydrophone geometry could play a role in this anomaly (i.e., the AMAR’s much closer position was almost

directly underneath the ships, whereas the TWMBR hydrophone was to the side of them). Likewise, the

shallow water bathymetry around Lime Kiln could be filtering out lower frequencies that would cause an

underestimate of SL. The McKenna et al. (2012) recordings were in deep waters off California.

Findings of the multiple linear mixed effects model on TWMBR hydrophone data are generally in

agreement with McKenna et al. (2013), with increases in ship speed and size (either length or width, both

of which are correlated) leading to increased broadband SL. McKenna et al. (2013) found that for a 294 m

container ship, there is an increase of 1.1 dB for every 1 knot increase in ship speed. These values are

roughly double the slope predicted by the mulitple linear mixed effects model (0.47), which may be

because there was little variation in ship speed within ship class in Haro Strait (Table 4). The mixed

effects model is also lower than the power-law model developed by Ross (1976) to predict increased SL

with increased ship speed. Given the small variation in ship speed within each ship class in the

linear mixed effects model, it is probably best to use the Ross (1976) power-law model to adjust ship SL

for speed.

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 21 - December 2014

Figure 12 One-Third Octave Band SLs for the Three Container Ships Measured in this Study and the Average Container Ship SLs Reported in McKenna et al. (2012)

3.2 APPROACHING PORT AND BERTHING (ROBERTS BANK)

SLs were measured for a harbour tug Seaspan Resolution, which is similar to those anticipated to be

used for berthing at RBT2, transiting at different speeds (4.0, 7.5, and 12.0 knots), performing simulations

of berthing activities at Roberts Bank, and berthing a container ship. To simulate berthing, the Seaspan

Resolution performed three activities in close proximity to the AMAR: 1) it oriented its twin propellers in

opposing directions (pushing against each other); 2) ran its engines at half and full power, generating

cavitation noise similar to that generated while manoeuvering a container ship into its berth; and 3)

accelerated from 7.1 to 11.9 knots. Engine rpm in the half power simulation, full power simulation, and

during acceleration were approximately 608 rpm, 795 rpm, and 891 rpm, respectively.

3.2.1 Tug Transiting

SLs for the Seaspan Resolution increased with its transit speed, with broadband SLs of 162.1, 171.3, and

189.1 dB re 1 µPa at 1 m at 4.0, 7.5, and 12.0 knots, respectively. These values result in an increase of

3.4 dB per knot increase on average. Cavitation noise at frequencies above 3 kHz varied substantially (by

as much as 45 dB) between the 4.0 and 12.0 knot scenarios (Figure 13).

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Figure 13 Calculated 1/3 Octave Band SLs for Seaspan Resolution Transiting at 4.0, 7.5, and 12.0 knots

3.2.2 Tug Berthing Simulations

One-third octave band TL was calculated for the source-receiver geometry at CPA for the three berthing

simulation scenarios. SLs were calculated by taking the average of the RLs around the CPA and adding

them to TL (Figure 14). SLs for the three berthing scenarios of half power, full power, and acceleration

were 180.2, 199.7 and 191.7 dB re 1µPa at 1m, respectively.

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Figure 14 Calculated 1/3 Octave Band SLs for Seaspan Resolution Performing Berthing Simulations at Half Power (Blue), Full Power (Red), and Accelerating (Orange)

3.2.3 Tug Berthing

SLs were estimated for berthing of the Vienna Express (335 m) at Deltaport Terminal with the assistance

of the tugs Seaspan Raven and Seaspan Resolution. Average broadband SL for this berthing was 186.2

dB re 1 µPa at 1 m over the entire operation and 191.2 dB re 1 µPa at 1 m over the loudest period.

Bathymetry data and source-receiver geometry were insufficiently detailed at Deltaport Terminal to use

the acoustic model RAM to accurately predict TL during the berthing operation; therefore, TL in

1/3 octave bands was calculated instead assuming simple spherical spreading loss (20 Log R). The

1/3 octave band SLs are depicted in Figure 15.

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Figure 15 Calculated 1/3 Octave Band Composite SLs for Seaspan Resolution and Seaspan Raven Berthing the Vienna Express. SLs Were Calculated from RLs Averaged Over The Loudest Section (2 minutes, Red Line, 1596 m Slant Range) and Over the Section of the Tugs Pushing Easy to Full (30 minutes, Blue Line, 1607 m Slant Range)

Cavitation noise levels (> 1 kHz) measured during the berthing simulation, where cavitation was induced

by opposing the twin propellers on the tugs, were higher than those measured during this actual berthing

operation, particularly above 10 kHz (Figure 14 and Figure 15). SLs for the half power berthing

simulation were lower than the SLs from the berthing operation except at frequencies above 10 kHz.

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4.0 DISCUSSION OF KEY FINDINGS

TL measurements in five locations in the Salish Sea combined with acoustic inversion analysis allowed

development of a site-specific acoustic transmission model and determination of geoacoustic properties

in particular areas. Acoustic transmission models require this information to determine how the ocean

bottom reflects and absorbs sound as it travels away from its source. While the acoustic inversion

determined that all sites contained acoustically absorptive silts and clays, variation between sites will help

better parameterise noise models (see JASCO 2014a, b).

The attenuation model that best fit the TL data depended on frequency. Wave-equation based models

(parabolic equation or wavenumber integration) worked best for frequencies below 5 kHz. Above 5 kHz,

simple spherical spreading with absorption was the best match. The difficulties with fine-tuning the TL

model at Lime Kiln are indicative of the challenge of modelling acoustic transmission in complex

bathymetry.

SL estimates of vessels in this study were consistent with other recent studies but provided larger sample

sizes (and therefore more robust estimates), extended SL measurements to other ship types and

activities including tugs and berthing, and characterised the relationship between ship speed and size,

which will again help to better parameterise noise models. During transit, container ships have some of

the highest SLs while tugs have some of the lowest; however, when tugs are accelerating or berthing a

ship, cavitation of their propellers generates higher SL. The increase in tug SL with speed is about three

times higher than for container ships, which is likely due to the very different vessel designs.

5.0 DATA GAPS AND LIMITATIONS

Measuring TL from playback studies and the RL of vessels in the inland waters of the Salish Sea

presents a number of challenges because of the complex and sometimes shallow bathymetry.

Acoustic inversion analysis resulted in geoacoustic estimates in only three locations. To model noise in

the entire study area, these geoacoustic properties will need to be applied over much larger areas with

variable geoacoustic properties, which may lead to errors in noise model estimates in some areas.

There were discrepancies in the SL estimates of the three large container ships in Haro Strait between

the AMAR and TWNBR datasets and a great deal of variability within TWMBR dataset. An estimate of SL

for these large ships that combines the strengths of these different datasets will be the most appropriate

approach to noise modelling.

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 26 - December 2014

6.0 CLOSURE

Major authors and reviewers of this technical data report are listed below, along with their signatures.

Report prepared by: SMRU Canada Ltd.

Jason Wood, PhD Senior Research Scientist Hemmera Envirochem Inc.

Elly Chmelnitsky, M.Sc. Marine Biologist The following persons contributed to this TDR and are authors of the report, Underwater Acoustic Measurements in Haro Strait and Strait of Georgia, included in Appendix A of this document: JASCO Graham Warner Caitlin O’Neill Andrew McCrodan Heloise Frouin-Mouy Jonathan Izett Alexander MacGillivray Report peer reviewed by: Hemmera Envirochem Inc.

Sonya Meier, M.Sc., R.P.Bio., Senior Biologist Acknowledgements: Data collection at TWMBR hydrophone made possible by: Val Veirs, PhD Professor Emeritus, Colorado College Scott Veirs, PhD President, Beam Reach

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 27 - December 2014

7.0 REFERENCES

Bassett, C., B. Polagye, M. Holt, and J. Thomson. 2012. A vessel noise budget for Admiralty Inlet, Puget

Sound, Washington (USA). Journal of the Acoustical Society of America 132: 3706-3719.

JASCO. 2014a. Roberts Bank Terminal 2 technical report: Regional commercial vessel traffic underwater

noise exposure study. Prepared for Port Metro Vancouver, Vancouver, B.C. in Port Metro

Vancouver (PMV). 2015. Roberts Bank Terminal 2 Environmental impact statement: Volume 2.

Environmental Assessment by Review Panel. Submitted to Canadian Environmental Assessment

Agency.

JASCO. 2014b. Roberts Bank Terminal 2 technical report: Construction activities and terminal vessel

operations noise modelling study. Prepared for Port Metro Vancouver, Vancouver, B.C. in Port

Metro Vancouver (PMV). 2015. Roberts Bank Terminal 2 Environmental impact statement:

Volume 2. Environmental Assessment by Review Panel. Submitted to Canadian Environmental

Assessment Agency.

Jensen, F. B., W. A. Kuperman, M. B. Porter, and H. Schmidt. 2000. Computational Ocean Acoustic. AIP

Series in Modern Acoustics and Signal Processing. AIP Press - Springer.

McKenna, M.F., D. Ross, S.M. Wiggins, and J.A. Hildebrand. 2012. Underwater radiated noise from

modern commercial ships. Journal of the Acoustical Society of America 131: 92-103.

McKenna, M. F., S. M. Wiggins, and J. A. Hildebrand. 2013. Relationship between container ship

underwater noise levels and ship design, operational and oceanographic conditions. Scientific

Reports 3: 1760.

R Core Team. 2012. R: A language and environment for statistical computing. Vienna, Austria.

http://www.r-project.org.

Ross, D. 1976. Mechanics of Underwater Noise. Pergamon, New York.

SMRU. 2014. Roberts Bank Terminal 2 technical report: Southern resident killer whale underwater noise

exposure and acoustic masking study. Prepared for Port Metro Vancouver, Vancouver, B.C. in

Port Metro Vancouver (PMV). 2015. Roberts Bank Terminal 2 Environmental impact statement:

Volume 3. Environmental Assessment by Review Panel. Submitted to Canadian Environmental

Assessment Agency.

Urick, R. J. 1983. Principles of Underwater Sound. 3rd edition. McGraw-Hill, New York, NY.

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Port Metro Vancouver Hemmera, SMRU Canada, and JASCO RBT2 – Ship Sound Signatures - 28 - December 2014

8.0 STATEMENT OF LIMITATIONS

This report was prepared by Hemmera Envirochem Inc. (“Hemmera”) and SMRU Canada Ltd. (“SMRU”),

based on fieldwork conducted by JASCO, for the sole benefit and exclusive use of Port Metro Vancouver.

The material in it reflects Hemmera, SMRU and JASCO’s best judgment in light of the information

available at the time of preparing this Report. Any use that a third party makes of this Report, or any

reliance on or decision made based on it, is the responsibility of such third parties. Hemmera, SMRU and

JASCO accept no responsibility for damages, if any, suffered by any third party as a result of decisions

made or actions taken based on this Report.

Hemmera, SMRU and JASCO have performed the work as described above and made the findings and

conclusions set out in this Report in a manner consistent with the level of care and skill normally

exercised by members of the environmental science profession practicing under similar conditions at the

time the work was performed.

This Report represents a reasonable review of the information available to Hemmera, SMRU and JASCO

within the established Scope, work schedule and budgetary constraints. The conclusions and

recommendations contained in this Report are based upon applicable legislation existing at the time the

Report was drafted. Any changes in the legislation may alter the conclusions and/or recommendations

contained in the Report. Regulatory implications discussed in this Report were based on the applicable

legislation existing at the time this Report was written.

In preparing this Report, Hemmera, SMRU and JACO have relied in good faith on information provided by

others as noted in this Report, and have assumed that the information provided by those individuals is

both factual and accurate. Hemmera, SMRU and JASCO accept no responsibility for any deficiency,

misstatement or inaccuracy in this Report resulting from the information provided by those individuals.

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APPENDIX A

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Underwater Acoustic Measurements

in Haro Strait and Strait of Georgia

Transmission Loss, Vessel Source Levels, and Ambient Measurements

Submitted to: Hemmera

Authors: Graham Warner Caitlin O’Neill Andrew McCrodan Heloise Frouin-Mouy Jonathan Izett Alexander MacGillivray

26 September 2014

P001140-004 Document 00659 Version 4.0

JASCO Applied Sciences (Canada) Ltd. 2305–4464 Markham Street

Victoria, BC V8Z 7X8 Canada Tel: +1-250-483-3300

Fax: +1-250-483-3301 www.jasco.com

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JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

i

Technical Report/Technical Data Report Disclaimer

The Canadian Environmental Assessment Agency determined the scope of the proposed Roberts

Bank Terminal 2 Project (RBT2 or the Project) and the scope of the assessment in the Final

Environmental Impact Statement Guidelines (EISG) issued January 7, 2014. The scope of the

Project includes the project components and physical activities to be considered in the

environmental assessment. The scope of the assessment includes the factors to be considered

and the scope of those factors. The Environmental Impact Statement (EIS) has been prepared in

accordance with the scope of the Project and the scope of the assessment specified in the EISG.

For each component of the natural or human environment considered in the EIS, the geographic

scope of the assessment depends on the extent of potential effects.

At the time supporting technical studies were initiated in 2011, with the objective of ensuring

adequate information would be available to inform the environmental assessment of the Project,

neither the scope of the Project nor the scope of the assessment had been determined.

Therefore, the scope of supporting studies may include physical activities that are not included in

the scope of the Project as determined by the Agency. Similarly, the scope of supporting studies

may also include spatial areas that are not expected to be affected by the Project.

This out-of-scope information is included in the Technical Report (TR)/Technical Data Report

(TDR) for each study, but may not be considered in the assessment of potential effects of the

Project unless relevant for understanding the context of those effects or to assessing potential

cumulative effects.

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ii Version 4.0

Contents

GLOSSARY .................................................................................................................................. VIII

LIST OF ACRONYMS ....................................................................................................................... XI

EXECUTIVE SUMMARY ................................................................................................................... 1

1. INTRODUCTION ........................................................................................................................... 3

2. METHODS .................................................................................................................................... 4

2.1. Acoustic Metrics ................................................................................................................................ 4

2.1.1. Sound Levels ........................................................................................................................... 4

2.1.2. Transmission Loss ................................................................................................................... 4

2.1.3. Source Levels .......................................................................................................................... 5

2.2. Seabed-Mounted Acoustic Recorders ............................................................................................... 5

2.3. Transmission Loss Measurements ..................................................................................................... 8

2.4. Transmission Loss Model ................................................................................................................ 13

2.5. Source Level Measurements ............................................................................................................ 15

2.5.1. Vessels Transiting and Berthing ............................................................................................ 15

2.5.2. Container Ship Loading ......................................................................................................... 16

2.6. Ambient Noise Measurements......................................................................................................... 16

3. RESULTS .................................................................................................................................... 18

The following section presents the results of the Underwater Acoustic Measurements in Haro Strait

and Strait of Georgia Study. ................................................................................................................... 18

3.1. Transmission Loss Measurements ................................................................................................... 18

3.1.1. Haro Strait ............................................................................................................................. 18

3.1.2. Lime Kiln............................................................................................................................... 21

3.1.3. Victoria Pilot Site .................................................................................................................. 22

3.1.4. Deltaport Terminal ................................................................................................................ 23

3.2. Transmission Loss Model ................................................................................................................ 25

3.2.1. Geoacoustic Inversion ........................................................................................................... 25

3.2.2. One-third-Octave-Band TL—Haro Strait Shipping Lanes to Lime Kiln .............................. 28

3.3. Container Ship Source Levels ......................................................................................................... 30

3.3.1. Osaka Express ....................................................................................................................... 31

3.3.2. CMA CGM Attila .................................................................................................................. 37

3.3.3. Zim Los Angeles ................................................................................................................... 43

3.4. Berthing and Loading Source Levels .............................................................................................. 48

3.4.1. Container Ship Berthing ........................................................................................................ 48

3.4.2. Container Loading ................................................................................................................. 51

3.5. Harbour Tug Source Levels ............................................................................................................. 53

3.5.1. Transiting ............................................................................................................................... 54

3.5.2. Berthing Simulation ............................................................................................................... 55

3.6. Ambient Noise Levels ..................................................................................................................... 58

4. DISCUSSION AND CONCLUSIONS .............................................................................................. 66

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4.1. Transmission Loss Measurements ................................................................................................... 66

4.2. Container Ship Measurements ......................................................................................................... 66

4.2.1. Received Sound Levels ......................................................................................................... 66

4.2.2. Source Level Measurements .................................................................................................. 70

4.3. Tugs, Berthing, and Loading Measurements ................................................................................... 71

4.4. Ambient Noise ................................................................................................................................. 71

LITERATURE CITED ...................................................................................................................... 73

ACKNOWLEDGEMENTS ................................................................................................................. 74

APPENDIX A. TRANSMISSION LOSS .............................................................................................. 75

APPENDIX B. SOURCE LEVEL MEASUREMENTS .......................................................................... 77

APPENDIX C. CTD DATA ............................................................................................................. 83

APPENDIX D. MARINE MAMMAL OBSERVER PROTOCOLS AND RESULTS ................................. 86

Figures

Figure 1. The Autonomous Multichannel Acoustic Recorder (AMAR; JASCO Applied Sciences). ........... 5

Figure 2. AMAR deployment locations. ....................................................................................................... 6

Figure 3. Deployment of AMAR B off Lime Kiln from the R/V Buzzard. .................................................. 7

Figure 4. Depth of AMAR D versus time (UTC) as measured on the Star-Oddi DST sensor. .................... 7

Figure 5. Lubell Labs 9162 transducer (blue) with RESON TC4043 hydrophone mounted 1 m from

the transducer on a PVC pipe. ................................................................................................................. 9

Figure 6. Deployment location for AMAR A near Deltaport Terminal and the approximate TL tracks

(black). ..................................................................................................................................................... 9

Figure 7. Deployment locations for AMAR B off Lime Kiln and AMARs C and D in Haro Strait. ......... 10

Figure 8. Deployment location for AMAR E at the Victoria pilot site and the approximate TL track

(black). ................................................................................................................................................... 11

Figure 9. Received PSD levels for the 794 Hz (left) and 30,000 Hz (right) tones played 2,500 m from

AMAR E (Victoria pilot site). ............................................................................................................... 13

Figure 10. Model-measurement mismatch versus inversion parameters for the Victoria TL transect

simulated annealing run. ........................................................................................................................ 15

Figure 11. Measured single-frequency TL along the Haro Strait north track to AMAR D (shallow). ....... 18

Figure 12. Measured single-frequency TL along the Haro Strait south track to AMAR D (shallow). ....... 19

Figure 13. Measured single-frequency TL along the Haro Strait north track to AMAR C (seabed-

mounted). ............................................................................................................................................... 19

Figure 14. Measured single-frequency TL along the Haro Strait south track to AMAR C (seabed-

mounted). ............................................................................................................................................... 20

Figure 15. Measured single-frequency TL along the Haro Strait west track to AMAR B at Lime Kiln. ... 21

Figure 16. Measured single-frequency TL along the southwest track near Victoria to AMAR E. ............. 22

Figure 17. Measured single-frequency TL along the north track near Deltaport Terminal to

AMAR A. .............................................................................................................................................. 23

Figure 18. Measured single-frequency TL along the west track near Deltaport Terminal to AMAR A. ... 24

Figure 19. Measured single-frequency TL for the station 2,500 m NW of AMAR A. ............................... 24

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Figure 20. Measured (blue symbols) and modelled (black lines) TL for tones at 316, 501, 794, and

1995 Hz along the southwest transect near Victoria. Spherical spreading loss (20 Log R) is shown

as red lines. ............................................................................................................................................ 26

Figure 21. Single-frequency TL measurements for Deltaport Terminal (AMAR A), Lime Kiln

(AMAR B), Haro Strait (AMARs C and D), and Victoria pilot site (AMAR E) tracks along with

spherical spreading (20 Log R) plus absorption (α) for frequencies above 10,000 Hz. ........................ 27

Figure 22. Comparison of modeled and measured 1/3-octave-band TL between the southbound Haro

Strait shipping lane and Lime Kiln. ....................................................................................................... 29

Figure 23. One-third-octave-band TL from the northbound and southbound Haro Strait shipping

lanes to the Whale Museum and Beam Reach hydrophone off Lime Kiln. ........................................... 30

Figure 24. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Osaka Express while the

vessel transited south through Haro Strait at 22.0 kts measured by (left) AMAR C and (right)

AMAR D. .............................................................................................................................................. 31

Figure 25. Spectrogram of Osaka Express (870 m CPA) measured by AMAR C at 219 m depth.

Times are in UTC. ................................................................................................................................. 32

Figure 26. Spectrogram of Osaka Express (850 m CPA) measured by AMAR D at 34 m depth.

Times are in UTC. ................................................................................................................................. 33

Figure 27. PSD of the Osaka Express at CPA measured at 846 m horizontal range by (blue)

AMAR C at 219 m depth and (red) AMAR D at 34 m depth. Levels were averaged over 10 one-

second windows, with 50% overlap using a Hanning window. ............................................................ 33

Figure 28. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Osaka Express while the

vessel transited south past the Victoria pilot site at a CPA (200 m) at speed of ~9.0 kts, measured

on AMAR E. .......................................................................................................................................... 34

Figure 29. Spectrogram of Osaka Express (200 m CPA) measured by AMAR E at 76 m depth. Times

are in UTC. ............................................................................................................................................ 35

Figure 30. PSD of the Osaka Express at CPA (200 m), measured by AMAR E. Levels were averaged

over 10 one-second windows, with 50% overlap using a Hanning window. ........................................ 35

Figure 31. Calculated 1/3-octave-band source levels for the Osaka Express transiting at two different

speeds. .................................................................................................................................................... 36

Figure 32. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the CMA CGM Attila while

the vessel transited south through Haro Strait at 24.1 kts measured by (left) AMAR C and (right)

AMAR D. .............................................................................................................................................. 37

Figure 33. Spectrogram of CMA CGM Attila including 1120 m CPA measured by AMAR C at

219 m depth. Times are in UTC. ........................................................................................................... 38

Figure 34. Spectrogram of CMA CGM Attila including 1100 m CPA measured by AMAR D at 72 m

depth. Times are in UTC. ...................................................................................................................... 39

Figure 35. PSD of the CMA CGM Attila at CPA measured at 1098 m horizontal range by (blue)

AMAR C at 219 m depth and (red) AMAR D at 72 m depth. Levels were averaged over 10 one-

second windows, with 50% overlap using a Hanning window. ............................................................ 39

Figure 36. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the CMA CGM Attila while

the vessel transited south past the Victoria pilot site at CPA (360 m) at speed of 10.6 kts,

measured on AMAR E. .......................................................................................................................... 40

Figure 37. Spectrogram of CMA CGM Attila including 360 m CPA measured by AMAR E at 76 m

depth. Times are in UTC. ...................................................................................................................... 41

Figure 38. PSD of the CMA CGM Attila at CPA (360 m), measured by AMAR E. Levels were

averaged over 10 one-second windows, with 50% overlap using a Hanning window. ......................... 41

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Figure 39. Calculated 1/3-octave-band source levels for the CMA CGM Attila transiting at two

different speeds. ..................................................................................................................................... 42

Figure 40. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Zim Los Angeles while the

vessel transited south through Haro Strait at 22.4 kts measured by (left) AMAR C and (right)

AMAR D. .............................................................................................................................................. 43

Figure 41. Spectrogram of Zim Los Angeles including 830 m CPA measured by AMAR C at 219 m

depth. Times are in UTC. ...................................................................................................................... 44

Figure 42. Spectrogram of Zim Los Angeles including 810 m CPA measured by AMAR D at 43.8 m

depth. Times are in UTC. ...................................................................................................................... 45

Figure 43. PSD of the Zim Los Angeles at CPA measured at 794 m horizontal range by (blue)

AMAR C at 219 m depth and (red) AMAR D at 43.8 m depth. Levels were averaged over 10 one-

second windows, with 50% overlap using a Hanning window. ............................................................ 46

Figure 44. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Zim Los Angeles while the

vessel transited south past the Victoria pilot site at CPA (67 m) at speed of 11.1 kts, measured on

AMAR E. The higher levels at 600 m range are due to additional noise from a pilot boat. .................. 46

Figure 45. Spectrogram of Zim Los Angeles including 67 m CPA measured by AMAR E at 76 m

depth. Times are in UTC. ...................................................................................................................... 47

Figure 46. PSD of the Zim Los Angeles at CPA (67 m), measured by AMAR E. Levels were

averaged over 10 one-second windows, with 50% overlap using a Hanning window. ......................... 47

Figure 47. Calculated 1/3-octave-band source levels for the Zim Los Angeles transiting at two

different speeds. ..................................................................................................................................... 48

Figure 48. Broadband (50 Hz to 64 kHz) received levels as a function of time of the Seaspan

Resolution and Seaspan Raven berthing the Vienna Express. Range is between the Seaspan

Resolution and the AMAR. Data marked in red indicate the 30 minute time window of data used

for computing average source levels. Times are in UTC. ...................................................................... 49

Figure 49. PSD of the Seaspan Resolution and Seaspan Raven berthing the Vienna Express. The

spectral measurements were computed from averaging received levels over the loudest section (2

minutes, red line, 1,596 m slant range) and over the section of the tugs pushing easy to full (30

minutes, blue line, 1,607 m slant range). ............................................................................................... 50

Figure 50. Calculated 1/3-octave-band composite source levels for Seaspan Resolution and Seaspan

Raven berthing the Vienna Express. Source levels were calculated from received levels averaged

over the loudest section (2 minutes, red line, 1,596 m slant range) and over the section of the tugs

pushing easy to full (30 minutes, blue line, 1,607 m slant range). ........................................................ 50

Figure 51. Spectrogram of container ship loading measurements. ............................................................. 52

Figure 52. Broadband (up to 18 kHz) received SPL as a function of perpendicular distance to the

CMA CGM La Scala. ............................................................................................................................. 53

Figure 53. 1/3-octave band source levels for loading of the container ship CMA CGM La Scala.

Source levels above 16 kHz (in red) were calculated from linear extrapolation of received band

levels between 5-16 kHz ........................................................................................................................ 53

Figure 54. Received levels as a function of slant range to the Seaspan Resolution transiting at 4 kts,

7.5 kts, and 12 kts. Data at distances less than 168 m for the 12 kt transit are not shown as they

exceeded the amplitude limit of the recorder. ........................................................................................ 54

Figure 55. PSD from 5-second averages near CPA, of the Seaspan Resolution transiting at 4 kts at

48.9 m slant range, at 7.5 kts at 50.1 m slant range, and 12 kts at 168 m slant range. .......................... 55

Figure 56. Calculated 1/3-octave-band source levels for Seaspan Resolution transiting at 4, 7.5, and

12 kts. ..................................................................................................................................................... 55

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Figure 57. Broadband (20 Hz to 64 kHz) received SPLs as a function of time as the Seaspan

Resolution performed berthing simulation at half power (top left), full power (top right), and

acceleration (bottom left). ...................................................................................................................... 56

Figure 58. PSD from 5 seconds of averaged data centred at CPA, of the Seaspan Resolution

performing berthing simulations at half power at 214 m slant range (blue), at full power at 219 m

slant range (red), and accelerating at 294 m slant range (orange). ........................................................ 57

Figure 59. Calculated 1/3-octave-band source levels for Seaspan Resolution performing berthing

simulations at half power (blue), full power (red), and accelerating (orange). ...................................... 57

Figure 60. Deltaport Terminal (AMAR A): (top) Broadband and decade band SPL (30 minute

average) from 30 May to 19 Jun; (bottom) Ambient noise spectrogram (30 minute average) over

the same period. ..................................................................................................................................... 59

Figure 61. Lime Kiln (AMAR B): (top) Broadband and decade band SPL (30 minute average) from

29 May to 11 Jun; (bottom) Ambient noise spectrogram (30 minute average) over the same

period. .................................................................................................................................................... 60

Figure 62. Haro Strait (AMAR C): (top) Broadband and decade band SPL (30 minute average) from

31 May to 21 Jul; (bottom) Ambient noise spectrogram (30 minute average) over the same period. ... 61

Figure 63. Haro Strait (AMAR D): (top) Broadband and decade band SPL (30 minute average) from

31 May to 21 Jul; (bottom) Ambient noise spectrogram (30 minute average) over the same period. ... 62

Figure 64. Georgia Strait (AMAR F): (top) Broadband and decade band SPL (30 minute average)

from 22 Jun to 2 Jul; (bottom) Ambient noise spectrogram (30 minute average) over the same

period. .................................................................................................................................................... 63

Figure 65. Victoria pilot site (AMAR E): (top) Broadband and decade band SPL (30 minute average)

from 29 May to 17 Jun; (bottom) Ambient noise spectrogram (30 minute average) over the same

period. .................................................................................................................................................... 64

Figure 66. Exceedance percentiles of ambient noise PSD (1-minute average) at the five monitoring

stations. .................................................................................................................................................. 65

Figure 67. Plot of rms SPL and water depth versus time along the vessel track to examine

directionality of the Osaka Express, measured in Haro Strait by AMAR C. ........................................ 67

Figure 68. Plot of rms SPL and water depth versus time along the vessel track to examine

directionality of the CMA CGM Attila, measured in Haro Strait by AMAR C. .................................... 68

Figure 69. Plot of rms SPL and water depth versus time along the vessel track to examine

directionality of the Zim Los Angeles, measured in Haro Strait by AMAR C. ...................................... 69

Figure 70. 1/3-octave band source levels for the three container ships and the average container ship

source levels reported in McKenna et al. (2012). .................................................................................. 70

Figure 71. Comparison plot of median ambient noise levels measured at the five monitoring stations. .... 72

Tables

Table 1. Study components and major objectives. ........................................................................................ 3

Table 2. AMAR deployment and retrieval details. ....................................................................................... 6

Table 3. Coordinates of the playback stations along the north and west transects, and the northwest

playback station at the Deltaport Terminal site for AMAR A. .............................................................. 10

Table 4. Coordinates of the playback stations along the north, south, and west transects in Haro

Strait. ...................................................................................................................................................... 11

Table 5. Coordinates of the playback stations for AMAR E along the southwest transect off Victoria. .... 12

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Table 6. Geoacoustic properties at each site that result in the best match of measured single-

frequency TL to model predictions. ....................................................................................................... 25

Table 7. Source and receiver coordinates for modelling TL from the northbound and southbound

Haro Strait shipping lanes to Lime Kiln. ............................................................................................... 28

Table 8. Container ship specifications for source levels of transiting vessels. ........................................... 30

Table 9. Container ship specifications for berthing and loading operations. .............................................. 48

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viii Version 4.0

Glossary

1/3-octave band levels

Frequency resolved sound pressure levels in non-overlapping passbands that are one-third of

an octave wide (where an octave is a doubling of frequency). Three adjacent 1/3-octave

bands make up one octave. 1/3-octave bands become wider with increasing frequency.

AMAR

Autonomous Multichannel Acoustic Recorder, used for acoustic monitoring.

ambient noise

All-encompassing sound at a given place, usually a composite of sounds from many sources

near and far (ANSI S1.1-1994 R1999) e.g., shipping, seismic activity, precipitation, sea ice

movement, wave action, and biological activity.

background noise

Total of all sources of interference in a system used for the production, detection,

measurement, or recording of a signal, independent of the presence of the signal (ANSI S1.1-

1994 R1999). Ambient noise detected, measured, or recorded with a signal is part of the

background noise.

broadband sound level

The total sound pressure level measured over a specified frequency range. If the frequency

range is unspecified, it refers to the entire measurement range.

decibel

A logarithmic unit of the ratio of a quantity to a reference quantity of the same kind. Unit

symbol: decibel (dB). (ANSI S1.1-1994 R1999).

fast Fourier transform (FFT)

A computational algorithm used to calculate the Fourier transform for discretely sampled

data.

Fourier transform

Mathematical operation that defines the frequency content (i.e., spectrum) of a signal.

frequency

Rate of oscillation measured in units of cycles-per-unit-time: e.g., 1 Hertz (abbrev. Hz) = 1

cycle/second.

geoacoustic

Relating to the acoustic properties of the seabed.

hydrophone

A passive electronic sensor for recording or listening to underwater sound.

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M8E

A spherical hydrophone manufactured by GeoSpectrum Technologies Inc., of Dartmouth NS,

Canada. The M8E has a nominal sensitivity of −164 dBV/µPa ±3 dB from 5 Hz–180 kHz.

PDT

Pacific daylight time (UTC −7 hours). PDT was local time during the summer monitoring

period.

parabolic equation (PE) method

A computationally-efficient solution to the acoustic wave equation that is used to model

transmission loss (TL). The PE approximation omits effects of back-scattered sound, which

simplifies computing TL. The effect of back-scattered sound is negligible for most ocean-

acoustic propagation problems.

pistonphone

An acoustical device that generates a tone with precise sound pressure for the calibration of

measurement hydrophones.

power spectral density (PSD)

The acoustic signal power per unit frequency as measured at a single frequency. Unit:

µPa2/Hz, or µPa2·s.

power spectral density level

The decibel level (10log10) of the power spectrum density, usually presented in 1 Hz bins.

Unit: dB re 1 µPa2/Hz.

pressure, acoustic

The deviation from the ambient hydrostatic pressure caused by a sound wave. Also called

overpressure. Unit: pascal (Pa).

pressure, hydrostatic

The pressure at any given depth in a static liquid that is the result of the weight of the liquid

acting on a unit area at that depth, plus any pressure acting on the surface of the liquid.

Unit: pascal (Pa).

rms

root mean square.

signal-to-noise ratio (SNR)

The SNR measures the loudness of a signal compared its surrounding noise. Mathematically,

this is the ratio of the signal power to the noise power. Usually measured in decibels (dB).

sound

A time-varying pressure disturbance generated by mechanical vibration waves travelling

through a fluid medium such as air or water.

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sound exposure level (SEL)

A measure of the total sound energy received over a specified time period. Unit: dB re 1

µPa2·s.

spectrogram

A time-frequency representation of acoustic data. The spectrogram is a sequence of power

spectra for successive time windows that shows how the frequency content of the data varies

over time.

sound pressure level (SPL)

The decibel ratio of the root-mean-square pressure of a sound to the standard reference

pressure (ANSI S1.1-1994 R1999). Unit, decibel (dB); symbol, Lp. For sound in water, the

reference sound pressure is one micropascal (1 µPa) and the unit for SPL is therefore written

as “dB re 1 µPa”.

source level

The sound pressure level measured 1 metre from a point-like source that radiates the same

total amount of sound power as the actual source. Unit: dB re 1 µPa @ 1 m.

spectrum

An acoustic signal represented in terms of its power (or energy) distribution versus

frequency.

See also power spectrum density.

time domain

Representation of mathematical functions or physical signals (time-dependent phenomena)

with respect to time where time is treated as an independent variable in the analysis.

Transmission Loss (TL)

The decibel reduction in sound level that results from sound spreading away from an acoustic

source, subject to the influence of the surrounding environment. Also referred to as

propagation loss.

UTC

Universal coordinated time.

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List of Acronyms

AMAR Autonomous Multichannel Acoustic Recorder

CPA Closest point of approach

CTD Conductivity, temperature and depth

FFT Fast Fourier transform

PDT Pacific daylight time

PSD Power spectral density

RAM A range-dependent acoustic propagation

model

RBT2 Roberts Bank Terminal 2

rms Root-mean square

SEL Sound exposure level

SNR Signal-to-noise ratio

SPL Sound pressure level

TL Transmission loss

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Executive Summary

The Roberts Bank Terminal 2 Project (RBT2 or the Project) is a proposed new three-berth

marine terminal at Roberts Bank in Delta, B.C. The Project is part of PMV’s Container Capacity

Improvement Program, a long-term strategy to deliver projects to meet anticipated growth in

demand for container capacity to 2030. Studies described in this technical data report contribute

to an understanding of the environmental effects of the Project.

JASCO Applied Sciences Ltd. was subcontracted by Hemmera to perform an underwater

acoustic measurement program to address information gaps about underwater noise in the

southern Strait of Georgia, Haro Strait, and the Juan de Fuca Strait.

The acoustic measurements, conducted from May to June 2013, had the following objectives:

• Determine the accuracy of sound propagation models within the study area;

• Measure source levels of container ships and tugs transiting at different speeds;

• Measure source levels of loading and berthing container ships; and

• Characterise ambient noise at five locations within the study area.

Underwater noise was measured using six calibrated autonomous multichannel acoustic

recorders (AMARs), moored at five different locations in the southern Strait of Georgia, Haro

Strait, and Juan de Fuca Strait. At each location, these instruments continuously recorded

underwater sounds for two to three weeks in the 10 to 64,000 Hz frequency range.

To validate sound propagation models, transmission loss (TL) measurements were conducted at

Roberts Bank, in Haro Strait, and in Juan de Fuca Strait south of Victoria. Using an underwater

loudspeaker, sequences of calibrated single-frequency tones were broadcast between 300 and

30,000 Hz, to measure TL at distances up to 5 km. These measurements confirmed that TL

above 5 kHz is accurately predicted by spherical spreading divergence (20 Log R), with seawater

absorption added. TL at lower frequencies was used to ground-truth a computerised acoustic

propagation model. The model inputs for seabed geoacoustic parameters were adjusted to

maximise the agreement of data and model at the measurement sites. The ground-truthed model

was then used to predict TL through a wider range of frequencies. The results of the TL study

indicate that the seabed is acoustically absorptive, which is consistent with soft unconsolidated

silts and clays.

Source levels were measured for three large container ships, the Osaka Express, CMA CGM

Attila, and Zim Los Angeles, as they transited at high speeds (~20 knots) in Haro Strait and at low

speed (~10 knots) south of Victoria. Broadband source levels ranged between 200.5 and 206.0

dB re 1 µPa at 1 m at high speed and between 187.9 and 198.2 dB re 1 µPa at 1 m at low speed.

Sound levels in front of the ships in Haro Strait were up to 10 dB higher than sound levels

behind them. This was attributed mainly to effects of variable bathymetry at the measurement

sites, which made source level directionality difficult to quantify.

Source levels were measured for the berthing of a container ship at Deltaport Terminal. Average

broadband source levels for the harbour tugs Seaspan Raven and Seaspan Resolution berthing

the Vienna Express were 186.2 dB re 1 µPa at 1 m over the entire operation and 191.2 dB re 1

µPa at 1 m over the loudest period. Source levels were also measured during loading of the

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container ship CMA CGM La Scala at Deltaport Terminal. The average broadband source level

for container loading was 167.1 dB re 1 µPa at 1 m, although higher levels were briefly

measured when containers touched down on the ship’s hull.

Source levels were measured for a harbour tug transiting at several speeds and performing

simulations of berthing activities at Roberts Bank Terminals. Broadband source levels for the tug

Seaspan Resolution transiting at 4.0, 7.5, and 12 knots were 162.1, 171.3, and 189.1 dB re 1 µPa

at 1 m respectively. During berthing simulations, the tug oriented its twin propellers in opposing

directions and ran its engines at half and full power, generating cavitation noise similar to that

generated while manoeuvering a container ship into its berth. The tug Seaspan Resolution was

also measured while it accelerated past the AMAR, increasing speed from 7.1 to 11.9 knots. This

approach was used to create cavitation to represent berthing operations. Its broadband source

levels for berthing simulation activities were 180.2, 199.7, and 191.7 dB re 1 µPa at 1 m for the

half power, full power, and acceleration scenarios, respectively.

Ambient noise was dominated by ship traffic in the study area and was spectrally similar at all

stations. Noise levels were highest near the Deltaport Terminal AMAR because of its proximity

to Deltaport Terminal, Westshore Terminals, and BC Ferries terminal at Tsawwassen. Recorded

noise levels on the AMAR near Victoria were also high because of its proximity to the Victoria

and Esquimalt harbours. Ambient noise levels at the Haro Strait and Georgia Strait measurement

locations were 5 to 10 dB lower.

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1. Introduction

The Roberts Bank Terminal 2 Project (RBT2 or Project) is a proposed new three-berth marine

terminal at Roberts Bank in Delta, B.C. that could provide 2.4 million TEUs (twenty-foot

equivalent unit containers) of additional container capacity annually. The Project is part of Port

Metro Vancouver’s Container Capacity Improvement Program, a long-term strategy to deliver

projects to meet anticipated growth in demand for container capacity to 2030.

An acoustic measurement program was undertaken during May and June 2013 to address data

gaps related to underwater noise within the southern Strait of Georgia, Haro Strait, and Juan de

Fuca Strait. The overall objective of this study was to ensure that adequate information is

available to inform a future effects assessment for the Project. This technical data report

describes the key findings of the acoustic measurement program. Study components, major

objectives and a brief overview are provided in Table 1.

Table 1. Study components and major objectives.

Component Major Objective Brief Overview

1) Transmission loss measurements • To validate the accuracy of the sound propagation models in the study areas.

• To validate the accuracy of ship source levels collected over multiple years by the Whale Museum and Beam Reach.

• Wide-band (0.3 to 30 kHz) transmission loss data were collected at Roberts Bank, Haro Strait, Lime Kiln, and the Victoria pilot site.

2) Source level measurements • To measure source levels of container ships and tugs transiting at different speeds.

• To measure source levels of berthing and loading activities at Deltaport Terminal.

• High-speed and low-speed source levels for three container ships were measured in Haro Strait and at the Victoria pilot site.

• Multiple source levels for harbour tugs were measured offshore of Roberts Bank.

• Berthing and container loading source levels were measured at Deltaport Terminal.

3) Ambient noise measurements • To obtain additional ambient noise measurements in the study areas.

• Two to three weeks of ambient noise data were collected on five autonomous recorders in Georgia Strait, Haro Strait, and Juan de Fuca Strait.

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2. Methods

This section presents the methods of the Underwater Acoustic Measurements in Haro Strait and

Strait of Georgia Study. A summary of the acoustics metrics utilised in this study is provided in

Section 2.1, followed by a description of the seabed-mounted acoustic recorders and deployment

locations. Methods for determining transmission loss (TL) measurements and source level

measurements for container ship transiting, berthing and loading, as well as ambient noise levels

are presented below.

2.1. Acoustic Metrics

2.1.1. Sound Levels

Underwater sound amplitude is measured in decibels (dB) relative to a fixed reference pressure

of p0 = 1 µPa. The root-mean square (rms) sound pressure level (SPL, Lp, dB re 1 µPa) is the rms

pressure level in a stated frequency band over a time window (T, s) containing the acoustic

event:

= ∫

2

0

2

10 )(1

log10 pdttpT

LT

p (1)

The rms SPL may be considered as a measure of the average pressure or as the effective pressure

over the duration of an acoustic event. Because the window length, T, is the divisor, events more

spread out in time have a lower rms SPL for the same total acoustic energy.

The sound exposure level (SEL, LE, dB re 1 µPa2�s) is a measure of the total acoustic energy

contained in one or more acoustic events. The SEL for a single event is computed from the time-

integral of the squared pressure over the full event duration (T100):

= ∫

2

00

2

10

100

)(log10 pTdttpLT

E

(2)

where T0 is a reference time interval of 1 s. The SEL represents the total acoustic energy received

at some location during an acoustic event; it measures the sound energy to which an organism at

that location would be exposed.

2.1.2. Transmission Loss

Transmission Loss is a measure of how sound levels diminish between a source and receiver

over distance. TL depends on the frequency and acoustic environment, including water sound

speed profile, bathymetry, and subbottom geoacoustic properties. TL is calculated from source

and received levels according to the equation:

RLSLTL −=

(3)

where SL is the source level (dB re 1 µPa at 1 m) and RL is the received SPL (dB re 1 µPa), and

TL is the transmission loss (dB re 1 m).

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2.1.3. Source Levels

Source level is a measure of the intensity of sound that a source emits at a standard reference

distance of 1 m. For point sources, such as a small transducer, source levels can be measured

directly with a hydrophone at 1 m distance. For larger sources, source levels must be determined

indirectly by measuring received levels at larger distances and back-propagating the levels to a

reference distance of 1 m. For example, because ships radiate sound from their hull and

propeller, their source levels must be measured at a distance such that the TL from the different

points on the ship emitting sound is roughly the same. Source levels are calculated by re-

arranging Equation 3 to the following:

TLRLSL +=

(4)

2.2. Seabed-Mounted Acoustic Recorders

Underwater sound was recorded with Autonomous Multichannel Acoustic Recorders (AMARs,

JASCO Applied Sciences, Figure 1). Each AMAR was fitted with an M8E omnidirectional

hydrophone (GeoSpectrum Technologies Inc., −165 ± 3 dB re 1 V/µPa sensitivity). The AMARs

recorded continuously at 128,000 samples per second for a recording bandwidth of 10 to

64,000 Hz. The recording channel had 24-bit resolution with a spectral noise floor of 20 dB re

1 µPa2/Hz and a nominal ceiling of 168 dB re 1 µPa. Acoustic data were stored on 1TB of

internal solid-state flash memory.

Figure 1. The Autonomous Multichannel Acoustic Recorder (AMAR; JASCO Applied Sciences).

The AMARs were calibrated with a Pistonphone Type 42AA precision sound source (G.R.A.S.

Sound & Vibration A/S) before they were deployed and again when they were retrieved. The

pistonphone calibrator produces a constant tone at 250 Hz at the hydrophone sensor. The

recorded level of the reference tone on the AMAR yields the total pressure sensitivity for the

instrument, i.e., the conversion factor between digital units and pressure. To determine absolute

SPLs, this gain was applied during data analysis. The calibration variance using this method is

typically less than 0.5 dB absolute pressure.

Five AMARs were used for this study, one of which was recovered part way through the field

measurement and redeployed in a different location (AMAR B was redeployed as AMAR F).

The deployment locations are listed in Table 2 and shown in Figure 2. All AMARs were

deployed from either the R/V Coastal Geosciences or R/V Buzzard. Figure 3 shows AMAR B

being deployed. AMARs A, B, C, E, and F were mounted 3 m above the seafloor; AMAR D was

anchored to the seafloor on a 200 m long low-drag mooring. During slack tide, the AMAR was

at 20 m depth; during strong tidal flows, the drag on the AMAR’s mooring caused it to go as

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deep as 120 m. A Star-Oddi depth logger recorded the AMAR’s depth as a function of time

(Figure 4). AMARs A, C, D, and F were retrieved by activating an acoustic release, allowing the

mooring to float to the surface. AMARs B and E were retrieved by grappling. Sounds from the

acoustic release transducer were not played in U.S. waters.

Table 2. AMAR deployment and retrieval details.

AMAR Station Latitude Longitude Water Depth (m)

AMAR Depth (m)

Deployment Date/Time (UTC)

Retrieval Date/Time (UTC)

A Deltaport

Terminal 49°0.255′ N 123°9.295′ W 55 52 29 May 17:03 18 June 19:05

B Lime Kiln 48°30.942′ N 123°9.196′ W 16 13 28 May 18:59 11 June 23:15

C Haro Strait

48°30.440′ N 123°11.856′ W 219 216 30 May 17:55 21 June 16:56

D Haro Strait

48°30.448′ N 123°11.838′ W 221 20-120* 30 May 18:42 21 June 18:07

E Victoria 48°22.959′ N 123°23.994′ W 76 73 28 May 16:15 17 June 19:25

F Georgia Strait

48°57.147′ N 123°18.860′ W 184 181 21 June 22:33 2 July 19:19

*Due to strong tidal currents in Haro Strait, the depth of this AMAR changed between slack tide and running tide.

Figure 2. AMAR deployment locations.

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Figure 3. Deployment of AMAR B off Lime Kiln from the R/V Buzzard. The white satellite beacon, AMAR with orange cylindrical float collars, and yellow tandem releases (left to right) can be seen prior to the main anchor deployment. Photo credit: Jason Wood.

Figure 4. Depth of AMAR D versus time (UTC) as measured on the Star-Oddi DST sensor.

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2.3. Transmission Loss Measurements

TL was measured by playing underwater sounds at several distances from the AMARs and

calculating the difference between the received level on the AMAR and the source level

measured by a hydrophone at the transducer (Equation 3). The transducer was a Lubell Labs

9162 sound source driven using waveforms played from a Sound Devices 722 digital audio

recorder, amplified with a 300 W JL Audio Model 300/2 amplifier. The system was powered

with a 12 V battery and the rms voltage driving the transducer was adjusted to limit the

maximum source level to approximately 180 dB re 1 µPa at 1 m. The source waveform played at

each station was a sequence of 20 five-second long tones at 1/3-octave-band centre frequencies

between 300 Hz and 30 kHz.

The source levels were recorded using a second 722 recorder with a RESON TC4043

hydrophone (nominal sensitivity −201 dB re 1 V/µPa) mounted 1 m from the transducer

(Figure 5). While the source was broadcasting, a continuous recording was made at 96,000

samples per second with 24 bit samples. The TC4043 hydrophone and 722 recorder were

calibrated as a system with the 42AA Pistonphone calibrator.

The source waveform was played at several stations along tracks near Deltaport Terminal, in

Haro Strait, and at the Victoria pilot site. At each source station, the transducer was aimed at the

receiving AMAR, with the RESON hydrophone positioned in line with the transducer and the

AMAR. Tables 3, 4, and 5 list the coordinates and Figures 6, 7, and 8 show the tracks of the

playback locations near Deltaport Terminal, in Haro Strait, and at the Victoria pilot site,

respectively.

Salinity, temperature, and depth profiles were taken with a Minos-X CTD (conductivity,

temperature, and depth) at each of these three TL sites prior to the playbacks. Water sound speed

profiles were calculated from the CTD measurements according to the equation of Coppens

(1981). Appendix C shows temperature, salinity, and water sound speed profiles measured at

each TL site.

During acoustic playbacks a marine mammal observer was present to record marine mammal

observations and implement mitigation measures recommended by Fisheries and Oceans Canada

(Appendix D) as appropriate.

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Figure 5. Lubell Labs 9162 transducer (blue) with RESON TC4043 hydrophone mounted 1 m from the transducer on a PVC pipe. The transducer was mounted on a 6 m galvanised steel pole.

Figure 6. Deployment location for AMAR A near Deltaport Terminal and the approximate TL tracks (black).

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Table 3. Coordinates of the playback stations along the north and west transects, and the northwest playback station at the Deltaport Terminal site for AMAR A.

Direction from AMAR

Distance from AMAR (m)

Latitude Longitude

North 200 49°00.366′ N 123°09.313′ W

North 400 49°00.474′ N 123°09.314′ W

North 600 49°00.582′ N 123°09.314′ W

North 800 49°00.689′ N 123°09.314′ W

North 1000 49°00.797′ N 123°09.315′ W

West 500 49°00.257′ N 123°09.723′ W

West 1000 49°00.257′ N 123°10.133′ W

West 1500 49°00.256′ N 123°10.543′ W

West 2000 49°00.255′ N 123°10.954′ W

West 2500 49°00.255′ N 123°11.364′ W

West 3000 49°00.254′ N 123°11.774′ W

West 3500 49°00.253′ N 123°12.184′ W

West 4000 49°00.252′ N 123°12.594′ W

West 4500 49°00.252′ N 123°13.005′ W

West 5000 49°00.251′ N 123°13.415′ W

Northwest 2500 49°00.791′ N 123°11.196′ W

Figure 7. Deployment locations for AMAR B off Lime Kiln and AMARs C and D in Haro Strait. The approximate TL tracks are shown in black.

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Table 4. Coordinates of the playback stations along the north, south, and west transects in Haro Strait.

Direction from AMAR Distance from AMAR (m) Receiver AMAR Latitude Longitude

North 500 C/D 48°30.698′ N 123°11.989′ W

North 1000 C/D 48°30.950′ N 123°12.133′ W

North 1500 C/D 48°31.202′ N 123°12.277′ W

North 2000 C/D 48°31.454′ N 123°12.421′ W

South 500 C/D 48°30.194′ N 123°11.699′ W

South 1000 C/D 48°29.942′ N 123°11.552′ W

South 1500 C/D 48°29.690′ N 123°11.406′ W

South 2000 C/D 48°29.439′ N 123°11.260′ W

South 2500 C/D 48°29.187′ N 123°11.113′ W

South 3000 C/D 48°28.935′ N 123°10.967′ W

South 3500 C/D 48°28.684′ N 123°10.821′ W

South 4000 C/D 48°28.432′ N 123°10.674′ W

South 4500 C/D 48°28.181′ N 123°10.528′ W

South 5000 C/D 48°27.929′ N 123°10.382′ W

West 4000 B 48°30.401′ N 123°12.245′ W

West 3500 B 48°30.461′ N 123°11.906′ W

Figure 8. Deployment location for AMAR E at the Victoria pilot site and the approximate TL track (black).

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Table 5. Coordinates of the playback stations for AMAR E along the southwest transect off Victoria.

Distance from AMAR (m)

Latitude Longitude

500 48°22.750′ N 123°24.062′ W

1000 48°22.517′ N 123°24.266′ W

1500 48°22.284′ N 123°24.470′ W

2000 48°22.051′ N 123°24.673′ W

2500 48°21.818′ N 123°24.877′ W

3000 48°21.585′ N 123°25.081′ W

3500 48°21.352′ N 123°25.285′ W

4000 48°21.119′ N 123°25.489′ W

4500 48°20.886′ N 123°25.693′ W

5000 48°20.652′ N 123°25.897′ W

Source sound tone levels for each station and frequency were computed from recordings on the

TC4043 source hydrophone. The raw pressure waveform data were scaled according to the mean

calibrated sensitivity of the 722 digital audio recorder with the TC4043 hydrophone. Power

spectral density (PSD) was computed for each tone (5 s of data) according to Welch’s method

(Oppenheim and Schafer 1999), using a normalised Hanning window with 50% overlap. The fast

Fourier transform (FFT) length for the PSD calculation was 96,000 points and the frequency bin

width was 1 Hz. Source SEL was computed for each tone by integrating the PSD over its

frequency bandwidth and time duration. The bandwidth over which source SEL was calculated

was based on the bandwidth of the received tone. The bandwidth for tones below 6 kHz was

7 Hz centred around the tone frequency; the bandwidth was increased to 11 Hz for tones above

6 kHz. The reason for this increase is discussed below.

Received tone levels for each station and frequency were computed from recordings on the

AMARs. Received SELs were calculated from the sum of the direct-path tone and reverberation

inside 10 second windows. The raw pressure waveform data were scaled according to the mean

calibrated sensitivity of the AMAR with the M8E hydrophone. PSD and SEL were computed for

each tone as was done for the source level calculation, however, the measured frequency of the

tones were occasionally shifted from the playback frequency because the R/V Coastal

Geosciences was drifting during the playbacks. The movement caused a shift and spread in

frequency (Doppler effect) most prominent at higher frequencies. The increased frequency

spread required larger bandwidths to calculate SELs for tones above 6 kHz. The received levels

were calculated by centring the 7 Hz or 11 Hz wide windows over the peak PSD frequency.

Background noise levels were calculated by averaging the PSD over a larger bandwidth centred

around the PSD peak but excluding the frequencies used to calculate the tone levels. For

frequencies below 6 kHz the background bandwidth was 42 Hz and for frequencies above 6 kHz

the background bandwidth was 70 Hz. Received tones with a signal-to-noise ratio (SNR) less

than 6 dB were excluded from the analysis.

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Figure 9 shows examples of the process for calculating received levels at 794 and 30,000 Hz for

tones played 2,500 m from AMAR E at the Victoria pilot site. The reverberation at 794 Hz was

more than 6 dB above the background noise so the received level was the sum of the tone and

reverberation levels. The reverberation at 30,000 Hz was less than 6 dB above the background

noise so the reverberation was not included in the received level for that tone. The plot for the

30,000 Hz tone also shows the shift and spread in frequency due to the Doppler effect. Source

levels were computed using the same method, though reverberation and frequency shift effects

were not present on the source hydrophone.

Figure 9. Received PSD levels for the 794 Hz (left) and 30,000 Hz (right) tones played 2,500 m from AMAR E (Victoria pilot site). Black lines show the tone levels from the first half of the 10 second window; the blue lines show the reverberation levels from the second half of the 10 second window. Tone and reverberation levels (solid horizontal lines) were calculated from PSD levels at frequencies marked with asterisk symbols (*). Noise levels were computed from PSD levels over frequencies spanned by the dashed horizontal lines. Note that tone, reverberation, and noise levels (horizontal lines) are in SEL units (dB re 1 µPa2s).

2.4. Transmission Loss Model

One-third-octave band TL was required to determine source levels for several vessel operations

in this study; however, measured single-frequency TL at 1/3-octave-band centre frequencies may

not accurately represent TL for an entire 1/3-octave-band. Particularly at low frequencies, TL at

specific ranges can be large due to destructive interference between different propagation paths.

Single-frequency TL would not be representative of 1/3-octave-band TL if the measurement

geometry aligned with these nulls.

Previous vessel source level studies (e.g., McKenna et al. 2012 and Bassett et al. 2012) have

approximated TL using frequency independent empirical spreading loss equations of the form

N Log R, where N is a spreading coefficient (equal to 20 for spherical spreading) and R is the

source-receiver range. This approximation is adequate for high frequencies but is not suitable for

low frequencies, particularly in environments with complex bathymetry.

One-third-octave-band TL values were therefore calculated with an acoustic propagation model.

The range-dependent acoustic model RAM was used because of its suitability to low frequency

propagation and its ability to take into account complex bathymetry and subbottom geoacoustic

properties. The geoacoustic properties of the subbottom at each site were unknown so RAM was

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used to invert for these properties by modelling single-frequency TL corresponding to each TL

measurement. The geoacoustic properties were adjusted to minimise the difference between the

single-frequency TL measurements and model predictions in the least squared sense. This was

done using a simulated annealing algorithm that inverted for the compressional wave speed,

density, and compressional wave attenuation of the seabed. The algorithm also inverted for the

AMAR height above the seafloor (which was known within a few metres from the mooring

design, but not accurately enough for RAM) and an offset in water depth to account for the R/V

Coastal Geosciences sounder’s depth. Sound speed profiles were derived from CTD casts taken

during the TL measurements. Water depths were obtained from sounder measurements and from

digital bathymetry charts (National Geophysical Data Center 2013).

TL measurements at 316, 501, 794, 1,259, 1,585, and 1,995 Hz were used for the geoacoustic

inversion; TL measurements at 398, 631, and 1,000 Hz were found to destabilise the inversion so

they were excluded from the analysis. TL measurements above 2 kHz were also excluded to

decrease the computational time required for the inversion. The TL data were not sensitive to

seabed layering, i.e., the TL measurements could not be better matched by allowing a layered

substrate with depth-dependent geoacoustic properties. The substrate was therefore

parameterised as a fluid half-space.

Figure 10 shows an example of the simulated annealing run for the Victoria TL transect. The rms

mismatch is shown as a function of the inversion parameters. The geoacoustic properties of each

site were determined from the model that had the lowest mismatch.

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Figure 10. Model-measurement mismatch versus inversion parameters for the Victoria TL transect simulated annealing run. Compressional wave speed, delta water depth, and receiver height off the bottom are well determined but density and attenuation are not.

Once the geoacoustic properties at each site were determined, either RAM or a wavenumber

integration model (Jensen et al. 2000) was used to calculate 1/3-octave-band TL by averaging

single-frequency TL at 11 frequencies spaced evenly within each 1/3-octave-band. The

wavenumber integration model was used for measurements at less than 100 m range where the

wide-angle parabolic-equation (PE) approximation used in RAM was not sufficient to accurately

predict TL. The acoustic propagation model was used up to 5 kHz. Above 5 kHz spherical

spreading (20 Log R) with absorption (François and Garrison 1982a, 1982b) was used to back-

propagate source level measurements because it was found that it agreed well with single-

frequency TL measurements at short-range.

2.5. Source Level Measurements

2.5.1. Vessels Transiting and Berthing

The continuous noise produced by the container ships or tugs passing the AMARs was quantified

by computing rms SPLs over consecutive 1 s time windows in 1/3-octave bands. The received

levels were averaged over a 30 second time window centred around the time of the closest point

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of approach (CPA). Shorter averaging times were used if the ships passed very close to the

AMARs and the TL, estimated by spherical spreading (20 Log R), varied by more than 3 dB

over the minimum and maximum ranges in a 30 second window. This corresponds to a

maximum/minimum distance ratio of greater than 141%. For these cases, the averaging time

window was the longest window for which TL, estimated by spherical spreading 20 Log R,

varied by less than 3 dB over the minimum and maximum ranges. Time-stamped locations and

drafts for each vessel were obtained from Automatic Identification System (AIS) records

provided by MarineTraffic.com.

One-third-octave-band TL was calculated as described in Section 2.4 with the acoustic source

depth estimated according to the procedure listed in Wright and Cybulski (1983). The source of

radiated noise was assumed to be at a point midway between the shaft and the top of the

propeller disk, and the depth of the bottom of the propeller disk was assumed to be equal to the

ship’s draft. The propeller diameters of the container ships measured in this study were unknown

so they were estimated to be 8.7 m, based on propeller diameters from ships of similar size

(Wright and Cybulski 1983). The propeller diameter of the tug Seaspan Resolution was taken to

be 2.7 m, based on information provided on the vessel data sheet (Seaspan Marine 2013). The

source-receiver range was usually the CPA; however, for some measurements, farther ranges had

to be used because the recorder was saturated or the highest sound levels were measured when

the vessels were more distant from the AMAR.

2.5.2. Container Ship Loading

Underwater sound was measured during the loading of containers on the M/V CMA CGM La

Scala at Deltaport Terminal on 18 June 2013 from approximately 13:15 to 14:00 PDT.

Recordings were made with a Sound Devices 722 recorder and RESON TC4032 hydrophone

(nominal sensitivity −170 dB re 1 V/µPa). The recorder was calibrated before the recordings

with the same G.R.A.S. pistonphone calibrator as was used for the AMARs. Continuous

recordings were made at 96,000 samples per second at 24-bit resolution. The hydrophone was

deployed over the side of the R/V Coastal Geosciences at 10 m depth. R/V Coastal Geosciences’

engines were turned off and the vessel drifted for all measurements. A GPS was used to track the

R/V Coastal Geosciences’ position and a laser rangefinder was used to determine perpendicular

distance to the CMA CGM La Scala. Measurements began at the stern of the CMA CGM La

Scala and were collected as the R/V Coastal Geosciences drifted toward the bow. The R/V

Coastal Geosciences was occasionally repositioned to record sounds along the entire length of

the CMA CGM La Scala.

2.6. Ambient Noise Measurements

Ambient noise measurements were obtained at five different locations inside the study area, over

a one-month period (Table 2 and Figure 2). The objective of the ambient measurements was to

provide a statistical description of baseline ambient noise conditions throughout the study area.

The raw acoustic data were processed using JASCO’s ambient noise analysis software to

compute SPL and PSD over the deployment period. The raw pressure waveform data were

scaled according to the mean calibrated pressure sensitivity of the AMAR and adjusted for the

frequency response of the hydrophone sensor. Time domain pressure waveforms were analysed

to find rms SPL for each minute of data. Mean SPL for each minute of data was computed in

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four decade bands (10 to100 Hz, 100 to 1,000 Hz, 1,000 to 10,000 Hz, and > 10,000 Hz)

spanning the sampling bandwidth of the acoustic recorders.

PSD was computed for each minute of data according to Welch’s method (Oppenheim and

Shafer 1999), using a normalised Hamming window with 50% overlap. The FFT length for the

PSD calculation was 128,000 samples and the frequency bin width was 1 Hz. Cumulative

probabilities were computed from the 1 minute PSDs over the entire recording period to

determine the statistical distribution of the recorded ambient noise levels. The cumulative

probabilities were plotted as percentiles (5%, 25%, 50%, 75%, and 95%); these depicted the

proportion of time when PSDs at each frequency exceeded a particular sound level.

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3. Results

The following section presents the results of the Underwater Acoustic Measurements in Haro

Strait and Strait of Georgia Study.

3.1. Transmission Loss Measurements

Sections 3.1.1 to 3.1.4 show single-frequency TL for the AMARs in Haro Strait, at Lime Kiln,

the Victoria pilot site, and near Deltaport Terminal. Not all frequencies are included in each plot

because for some tones, the received levels were not sufficiently above background noise levels

to calculate TL (Section 2.3).

3.1.1. Haro Strait

Figures 11 and 12 show single-frequency TL measured on AMAR D for the north and south

tracks, respectively; Figures 13 and 14 show measured TL from AMAR C for the north and

south tracks, respectively.

Figure 11. Measured single-frequency TL along the Haro Strait north track to AMAR D (shallow).

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Figure 12. Measured single-frequency TL along the Haro Strait south track to AMAR D (shallow).

Figure 13. Measured single-frequency TL along the Haro Strait north track to AMAR C (seabed-mounted).

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Figure 14. Measured single-frequency TL along the Haro Strait south track to AMAR C (seabed-mounted).

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3.1.2. Lime Kiln

Figure 15 shows single-frequency TL along the west track in Haro Strait for AMAR B.

Figure 15. Measured single-frequency TL along the Haro Strait west track to AMAR B at Lime Kiln.

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3.1.3. Victoria Pilot Site

Figure 16 shows single-frequency TL along the southwest track near Victoria for AMAR E.

Figure 16. Measured single-frequency TL along the southwest track near Victoria to AMAR E.

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3.1.4. Deltaport Terminal

Figures 17 and 18 show single-frequency TL near Deltaport Terminal along the north and west

tracks, respectively. The TL for the 2,500 m station northwest of AMAR A (i.e., the station that

did not align with either the north or west tracks) is shown in Figure 19.

Figure 17. Measured single-frequency TL along the north track near Deltaport Terminal to AMAR A.

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Figure 18. Measured single-frequency TL along the west track near Deltaport Terminal to AMAR A.

Figure 19. Measured single-frequency TL for the station 2,500 m NW of AMAR A.

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3.2. Transmission Loss Model

3.2.1. Geoacoustic Inversion

TL measurements were inverted for the compressional speed, density, and attenuation of the

seabed near Deltaport Terminal, in Haro Strait, and near Victoria (Section 2.4). Table 6 lists the

TL tracks used for each site, and the model-measurement mismatch and geoacoustic properties

that provided the best match to TL measurements. The accuracy of the geoacoustic properties are

discussed in Section 4.1. TL measurements on AMAR D were not used for the inversion because

the source-receiver range was not accurately known as the AMAR depth was controlled by tidal

currents. Figure 20 shows examples of the TL measurements and predictions at four frequencies

using the inversion results for the Victoria TL transect.

At higher frequencies, i.e., above 10 kHz, sound does not penetrate to deeper subbottom layers

and its reflectivity is governed mainly by the properties of the top few metres of seabed

sediments. Figure 21 shows single-frequency TL measurements versus range for all transects at

frequencies above 10 kHz. Because spherical spreading with absorption matched TL

measurements well at frequencies above 5 kHz, that method was used in the source level back-

propagation calculations (Sections 3.3 to 3.5) to calculate 1/3-octave-band TL for bands at 6.3

kHz and above.

Table 6. Geoacoustic properties at each site that result in the best match of measured single-frequency TL to model predictions.

Site Tracks Best rms Mismatch (dB)

Compressional Speed (m/s)

Density (g/cm3)

Attenuation (dB/λ)

Deltaport Terminal

North of AMAR A,

West of AMAR A 5.8 1,502 1.54 0.61

Haro Strait

North of AMAR C,

South of AMAR C,

West of AMAR B

6.1 1,541 1.80 1.79

Victoria Southwest of AMAR E

4.8 1,558 1.64 0.83

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Figure 20. Measured (blue symbols) and modelled (black lines) TL for tones at 316, 501, 794, and 1995 Hz along the southwest transect near Victoria. Spherical spreading loss (20 Log R) is shown as red lines.

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Figure 21. Single-frequency TL measurements for Deltaport Terminal (AMAR A), Lime Kiln (AMAR B), Haro Strait (AMARs C and D), and Victoria pilot site (AMAR E) tracks along with spherical spreading (20 Log R) plus absorption (α) for frequencies above 10,000 Hz.

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3.2.2. One-third-Octave-Band TL—Haro Strait Shipping Lanes to Lime Kiln

One-third-octave-band TL was modelled from vessels in the northbound and southbound

shipping lanes of Haro Strait to the location of the Whale Museum and Beam Reach hydrophone

off Lime Kiln. Table 7 lists the source and receiver coordinates. The source was modelled at

5.5 m depth and the receiver was at 9 m depth in 10 m of water. The water depth along the track

was obtained from digital bathymetry charts and the range-dependent acoustic propagation

model RAM was used to compute TL as described in Section 2.4.

In order to provide an independent verification of the model predictions, TL to Lime Kiln was

measured by subtracting container ship received levels measured on AMAR B from source

levels of the same container ships measured on AMAR C and D (see Section 3.3). One-third-

octave band received levels were averaged over a 30 second period when three container ships

were at CPA along the southbound lane. The source-receiver ranges to AMAR B were 4.2, 4.4,

and 4.2 km for the Osaka Express, CMA CGM Attila, and Zim Los Angeles, respectively. The

locations of the container ships at CPA were slightly different than source point used in the TL

model. The difference in propagation path was expected to introduce only a small error (< 2.6 dB

rms) into the comparison because the bathymetry between the CPAs and Lime Kiln was very

close to that of the modelled transect from the southbound lane.

Table 7. Source and receiver coordinates for modelling TL from the northbound and southbound Haro Strait shipping lanes to Lime Kiln.

Location Latitude Longitude Distance to Lime Kiln Hydrophone (km)

Source Depth (m)

Receiver Depth (m)

Northbound lane 48°30.254’ N 123°10.932’ W 2.500 5.5 N/A

Southbound lane 48°29.601’ N 123°12.623’ W 4.908 5.5 N/A

Lime Kiln Hydrophone

48°30.931’ N 123°9.175’ W N/A N/A 9

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Figure 22. Comparison of modeled and measured 1/3-octave-band TL between the southbound Haro Strait shipping lane and Lime Kiln. Modeled TL was computed using RAM at frequencies ≤5 kHz and using 18 log R + absorption at frequencies ≥6.3 kHz. TL measurements were computed from container ship received levels on AMAR B. Frequency bands where the background noise on AMAR B obscured sound from the container ships were excluded from the analysis.

The computed TL is compared with the modelled TL from the southbound lane in Figure 22. The

TL modelled using RAM showed good agreement with the computed TL at frequencies between

125 Hz and 5 kHz. At lower frequencies (≤ 100 Hz) the SNR of the container ship data was poor

due to the high levels of flow noise on AMAR B (see Section 3.6) and due to the low-frequency

cut-off effect caused by the near-shore bathymetry drop-off at Lime Kiln. As a consequence, TL

could not be measured below 50 Hz for two of the container ships, and the remaining low-

frequency TL data exhibited a substantial amount of scatter. Despite this fact, the comparison in

Figure 22 suggests that RAM overestimated the TL below 100 Hz between the southbound lane

and Lime Kiln. This is likely because the geoacoustic model in RAM was based on an inversion

of TL measurements above 300 Hz, and could not resolve deeper subbottom layering that would

typically influence low frequency TL in this environment.

Above 5 kHz, spherical spreading was found to slightly overestimate the TL between the

shipping lanes and Lime Kiln. A least-squares fit of an N log R geometrical spreading loss law to

the TL measurements above 5 kHz determined that an 18 Log R curve, plus a frequency-

dependent absorption coefficient, gave the best fit to the data in Figure 22. Therefore TL from

the southbound and northbound lanes to Lime Kiln was calculated using RAM at frequencies

≤5 kHz and using 18 Log R with absorption at frequencies ≥6.3 kHz. The 1/3-octave band TL

values from the two shipping lanes to Lime Kiln are shown in Figure 23 and listed in Appendix

A.

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Figure 23. One-third-octave-band TL from the northbound and southbound Haro Strait shipping lanes to the Whale Museum and Beam Reach hydrophone off Lime Kiln. See Table 7 for source and receiver coordinates.

3.3. Container Ship Source Levels

Container ships’ transit speeds in Haro Strait are high (~20 knots) relative to their speeds near

the Victoria pilot site, where the vessels slow down to rendezvous with much smaller boats for

pilot transfer. Sound levels from three container ships transiting southbound were measured at

both locations to determine source levels for vessels transiting at different speeds. Additional

container ship sound levels were recorded at Haro Strait and Victoria, however sound level

recordings of the Osaka Express, CMA CGM Attila and Zim Los Angeles were the highest quality

and therefore selected for detailed analysis. Table 8 lists container ship specifications; the vessel

drafts are the last drafts received on AIS before each operation. Tables of 1/3-octave-band source

levels are listed in Appendix B.1.

Table 8. Container ship specifications for source levels of transiting vessels.

Ship Length (m) Draft (m) Operation Location Speed (kts) Date (2013)

Osaka Express 335 9.3 Transiting Haro Strait

Victoria

22.0

9.0 2 Jun

CMA CGM Attila 335 12.9 Transiting Haro Strait

Victoria

24.1

10.6 5 Jun

Zim Los Angeles 334 13.1 Transiting Haro Strait

Victoria

22.4

11.1 8 Jun

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3.3.1. Osaka Express

Figure 24 shows sound levels versus range for the Osaka Express transiting at 22 kts past

AMARs C and D in Haro Strait. Figures 25 and 26 show decade-band SPLs versus time and

spectrograms from recordings on these respective recorders. The spectrograms clearly show that

received levels 5 minutes prior to and 5 minutes after the time of CPA (approximately 3 km) are

higher on AMAR D than on AMAR C due to low-frequency flow noise on the shallow recorder.

Figure 27 shows the PSD levels measured at the CPA.

Figure 28 shows sound levels versus range for the Osaka Express transiting at 9 kts past

AMAR E off Victoria. Figure 29 shows decade-band SPLs versus time and a spectrogram from

recordings on AMAR E. Figure 30 shows the PSD levels at the CPA. One-third octave-band TL

was calculated for the source-receiver geometry at CPA for each AMAR (Section 2.4). Source

levels were calculated by taking the average received levels around the CPA (Section 2.5.1) and

adding them to TL (Figure 31).

Figure 24. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Osaka Express while the vessel transited south through Haro Strait at 22.0 kts measured by (left) AMAR C and (right) AMAR D.

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Figure 25. Spectrogram of Osaka Express (870 m CPA) measured by AMAR C at 219 m depth. Times are in UTC.

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Figure 26. Spectrogram of Osaka Express (850 m CPA) measured by AMAR D at 34 m depth. Times are in UTC.

Figure 27. PSD of the Osaka Express at CPA measured at 846 m horizontal range by (blue) AMAR C at 219 m depth and (red) AMAR D at 34 m depth. Levels were averaged over 10 one-second windows, with 50% overlap using a Hanning window.

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Figure 28. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Osaka Express while the vessel transited south past the Victoria pilot site at a CPA (200 m) at speed of ~9.0 kts, measured on AMAR E.

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Figure 29. Spectrogram of Osaka Express (200 m CPA) measured by AMAR E at 76 m depth. Times are in UTC.

Figure 30. PSD of the Osaka Express at CPA (200 m), measured by AMAR E. Levels were averaged over 10 one-second windows, with 50% overlap using a Hanning window.

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Figure 31. Calculated 1/3-octave-band source levels for the Osaka Express transiting at two different speeds. Haro Strait values were averaged between AMARs C and D.

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3.3.2. CMA CGM Attila

Figure 32 shows broadband sound levels versus range for the CMA CGM Attila transiting at

24.1 kts past AMARs C and D in Haro Strait. Figures 33 and 34 are octave-band levels versus

time and spectrograms from recordings on these AMARs. Figure 35 shows the PSD levels at the

CPA.

Figure 36 shows sound levels versus range for the CMA CGM Attila transiting at 10.6 kts past

AMAR E off Victoria. Figure 37 shows decade-band SPLs versus time and a spectrogram from

recordings on AMAR E. Figure 38 shows the PSD levels at the CPA. One-third-octave-band TL

was calculated for the source-receiver geometry at CPA for each AMAR (Section 2.4). Source

levels were calculated by taking the average of the received levels around the CPA (Section

2.5.1) and adding them to TL (Figure 39).

Figure 32. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the CMA CGM Attila while the vessel transited south through Haro Strait at 24.1 kts measured by (left) AMAR C and (right) AMAR D.

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Figure 33. Spectrogram of CMA CGM Attila including 1120 m CPA measured by AMAR C at 219 m depth. Times are in UTC.

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Figure 34. Spectrogram of CMA CGM Attila including 1100 m CPA measured by AMAR D at 72 m depth. Times are in UTC.

Figure 35. PSD of the CMA CGM Attila at CPA measured at 1098 m horizontal range by (blue) AMAR C at 219 m depth and (red) AMAR D at 72 m depth. Levels were averaged over 10 one-second windows, with 50% overlap using a Hanning window.

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Figure 36. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the CMA CGM Attila while the vessel transited south past the Victoria pilot site at CPA (360 m) at speed of 10.6 kts, measured on AMAR E.

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Figure 37. Spectrogram of CMA CGM Attila including 360 m CPA measured by AMAR E at 76 m depth. Times are in UTC.

Figure 38. PSD of the CMA CGM Attila at CPA (360 m), measured by AMAR E. Levels were averaged over 10 one-second windows, with 50% overlap using a Hanning window.

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Figure 39. Calculated 1/3-octave-band source levels for the CMA CGM Attila transiting at two different speeds. Haro Strait source level measurements were averaged between AMARs C and D.

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3.3.3. Zim Los Angeles

Figure 40 shows sound levels versus range for the Zim Los Angeles transiting at 22.4 kts past

AMARs C and D in Haro Strait. Figures 41 and 42 are octave-band levels versus time and

spectrograms from recordings on AMARs C and D, respectively. Figure 43 shows the PSD

levels at the CPA.

Figure 44 shows sound levels versus range for the Zim Los Angeles transiting at 11.1 kts past

AMAR E off Victoria. Figure 45 shows decade-band SPLs versus time and a spectrogram from

recordings on AMAR E. Figure 46 shows the PSD levels at the CPA. One-third-octave-band TL

was calculated for the source-receiver geometry at CPA for each AMAR (Section 2.4). Source

levels were calculated by taking the average of the received levels around the CPA

(Section 2.5.1) and adding them to TL (Figure 47).

Figure 40. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Zim Los Angeles while the vessel transited south through Haro Strait at 22.4 kts measured by (left) AMAR C and (right) AMAR D.

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Figure 41. Spectrogram of Zim Los Angeles including 830 m CPA measured by AMAR C at 219 m depth. Times are in UTC.

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Figure 42. Spectrogram of Zim Los Angeles including 810 m CPA measured by AMAR D at 43.8 m depth. Times are in UTC.

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Figure 43. PSD of the Zim Los Angeles at CPA measured at 794 m horizontal range by (blue) AMAR C at 219 m depth and (red) AMAR D at 43.8 m depth. Levels were averaged over 10 one-second windows, with 50% overlap using a Hanning window.

Figure 44. Broadband (10 to 64,000 Hz) SPL (rms) versus range from the Zim Los Angeles while the vessel transited south past the Victoria pilot site at CPA (67 m) at speed of 11.1 kts, measured on AMAR E. The higher levels at 600 m range are due to additional noise from a pilot boat.

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Figure 45. Spectrogram of Zim Los Angeles including 67 m CPA measured by AMAR E at 76 m depth. Times are in UTC.

Figure 46. PSD of the Zim Los Angeles at CPA (67 m), measured by AMAR E. Levels were averaged over 10 one-second windows, with 50% overlap using a Hanning window.

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Figure 47. Calculated 1/3-octave-band source levels for the Zim Los Angeles transiting at two different speeds. Haro Strait values were averaged between AMARs C and D.

3.4. Berthing and Loading Source Levels

Noise from two berthing-related operations (berthing and loading) was analysed to determine

their representative source levels. Table 9 lists the container ship specifications for each

operation. The vessel drafts are the last drafts received on AIS before each operation. Source

levels are listed in Appendix B.2.

Table 9. Container ship specifications for berthing and loading operations.

Ship Length (m)

Container Ship Draft (m)

Operation Location Date (2013)

Vienna Express with tugs Seaspan Raven and Seaspan Resolution

335 12.7 Berthing Deltaport Terminal

16 June

CMA CGM La Scala 334 11.5 Loading Deltaport Terminal

18 June

3.4.1. Container Ship Berthing

Measurements of the tugs Seaspan Resolution and Seaspan Raven berthing the container ship

Vienna Express were made at Deltaport Terminal on AMAR A. Received levels were high-pass

filtered at 50 Hz to remove background noise from tidal currents. Received levels as a function

of time are shown in Figure 48 and PSD levels at the loudest period of the berthing operation are

shown in Figure 49.

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Bathymetry data and source-receiver geometry were insufficiently detailed at Deltaport Terminal

to use the acoustic model RAM to accurately predict TL during the berthing operation, so TL in

1/3-octave-bands was instead calculated using the assumption of simple spherical spreading loss

(20 Log R). During the berthing operation, the position of the Seaspan Resolution was logged by

an on-board observer using a hand-held GPS. Positions for the Seaspan Raven and the Vienna

Express were unavailable, so source to receiver range for these calculations were made using the

positions of the Seaspan Resolution, assuming all three vessels were close together. Received

broadband levels for the entire duration of the berthing operation (30 minutes) were averaged, as

well as the period of highest received levels during the berthing operations, which lasted 2

minutes (see Figure 48 and Figure 49). These two sets of averaged received levels were added to

TL to get 1/3-octave-band source levels (Figure 50). Source levels are not provided for

frequencies below 50 Hz, due to the high-pass filtering.

Figure 48. Broadband (50 Hz to 64 kHz) received levels as a function of time of the Seaspan Resolution and Seaspan Raven berthing the Vienna Express. Range is between the Seaspan Resolution and the AMAR. Data marked in red indicate the 30 minute time window of data used for computing average source levels. Times are in UTC.

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Figure 49. PSD of the Seaspan Resolution and Seaspan Raven berthing the Vienna Express. The spectral measurements were computed from averaging received levels over the loudest section (2 minutes, red line, 1,596 m slant range) and over the section of the tugs pushing easy to full (30 minutes, blue line, 1,607 m slant range).

Figure 50. Calculated 1/3-octave-band composite source levels for Seaspan Resolution and Seaspan Raven berthing the Vienna Express. Source levels were calculated from received levels averaged over the loudest section (2 minutes, red line, 1,596 m slant range) and over the section of the tugs pushing easy to full (30 minutes, blue line, 1,607 m slant range).

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3.4.2. Container Loading

Figure 51 shows the spectrogram of noise from container loading, measured as the acoustics

work boat R/V Coastal Geosciences drifted alongside the container ship CMA CGM La Scala

from the stern to the bow. Because the hydrophone was suspended directly below the R/V

Coastal Geosciences, noise from the boat’s depth sounder contaminated the acoustic data above

18 kHz. An 18 kHz low pass filter was therefore applied to the data to remove the depth sounder

noise above 18 kHz before computing broadband levels from the container loading.

Broadband levels are shown as a function of perpendicular distance to the container ship

(Figure 52). The R/V Coastal Geosciences was repositioned twice to obtain measurements along

the entire length of the container ship. Sound levels varied with time, perpendicular distance

from the ship, and distance along the ship.

Several tones associated with machinery and/or engines on the CMA CGM La Scala dominated

the broadband received levels. Sound levels were highest at ~20:29 UTC (corresponding to

“Time 1” annotation in Figure 51) where the perpendicular range to the container ship was

minimum and the R/V Coastal Geosciences was adjacent to the container ship’s stacks. At

“Time 3”, an unknown engine or piece of machinery turned on, increasing levels at frequencies

above 1 kHz. Occasional impulses from containers landing on the deck of the container ship

were louder than container ship engine and machinery noise (e.g., Times 4 and 5 when the R/V

Coastal Geosciences was near the bow of the container ship).

For determining source levels of container loading, received levels were averaged over a 30

second period centred at Time 2; this time window resulted in the highest continuous source

levels (source levels could occasionally be higher for one or two seconds when containers touch

down onto the ship). Received levels at frequencies above 18 kHz were extrapolated from levels

in the six 1/3-octave bands centred between 5 and 15.8 kHz.

The averaged received levels were back-propagated using the wavenumber integration model

with the source depth of 5.75 m (half the container ship’s draft), water depth of 20 m, receiver

depth of 10 m, geoacoustic parameters from the TL measurements, and averaged water column

properties from CTD measurements. The 1/3-octave-band source levels for loading the CMA

CGM La Scala are shown in Figure 53 and listed in Appendix B.2.

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Figure 51. Spectrogram of container ship loading measurements. Gaps in the spectrogram correspond to times when the acoustics work boat R/V Coastal Geosciences was repositioned. Time is in UTC.

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Figure 52. Broadband (up to 18 kHz) received SPL as a function of perpendicular distance to the CMA CGM La Scala.

Figure 53. 1/3-octave band source levels for loading of the container ship CMA CGM La Scala. Source levels above 16 kHz (in red) were calculated from linear extrapolation of received band levels between 5-16 kHz

3.5. Harbour Tug Source Levels

Noise from the harbour tug Seaspan Resolution was measured while it performed the following

activities near Deltaport Terminal:

• Transiting at 4.0 kts;

• Transiting at 7.5 kts;

• Transiting at 12 kts;

• Berthing simulation: half power;

• Berthing simulation: full power; and

• Berthing simulation: acceleration.

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3.5.1. Transiting

For the 4 and 7.5 kt transits, received levels were high-pass filtered at 20 Hz to remove flow

noise on the hydrophone and background noise originating from the nearby Roberts Bank

Terminals. Acoustic data for the 12 kt transit exceeded the amplitude limit of the recorder at

ranges less than 168 m, and therefore were excluded from the source level analysis. Received

levels as a function of slant range for the transiting measurements are shown in Figure 54. PSD

levels at the CPA are shown in Figure 55.

One-third octave-band TL was calculated using the source-receiver geometry at CPA (Section

2.4) for the 4 and 7.5 kt transits. Source levels were calculated by taking the average of the

received band levels near CPA (Section 2.5.1) and adding them to corresponding band TLs

(Figure 56). Source levels are not provided for frequencies below 20 Hz for these two transit

scenarios due to the high-pass filtering. Source levels for the 12 kt transit were computed from

measurements before and after CPA (Section 2.4), while received levels were within the

recorder’s valid operating amplitude range. These two measurements were averaged for each

1/3-octave-band (Section 2.5.1) and used to compute the source levels.

Figure 54. Received levels as a function of slant range to the Seaspan Resolution transiting at 4 kts, 7.5 kts, and 12 kts. Data at distances less than 168 m for the 12 kt transit are not shown as they exceeded the amplitude limit of the recorder.

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Figure 55. PSD from 5-second averages near CPA, of the Seaspan Resolution transiting at 4 kts at 48.9 m slant range, at 7.5 kts at 50.1 m slant range, and 12 kts at 168 m slant range.

Figure 56. Calculated 1/3-octave-band source levels for Seaspan Resolution transiting at 4, 7.5, and 12 kts.

3.5.2. Berthing Simulation

The Seaspan Resolution performed half power and full power berthing simulations by

positioning the two propellers toward the sides of the tug (pushing against each other). The

engines in the half power simulation were at approximately 608 rpm, and those in the full power

simulation were at approximately 795 rpm. The Seaspan Resolution also accelerated from 7.1 to

11.9 kts with engines at approximately 891 rpm. Received levels were high-pass filtered at 20 Hz

to remove background noise (flow noise on the hydrophone and background noise originating

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from the nearby Roberts Bank Terminals) for the half power and acceleration scenarios. Time

plots of received sound levels measured during the berthing simulations are shown in Figure 57.

PSD levels, averaged over 5 seconds centred around the CPA, for the Seaspan Resolution

performing berthing simulations are shown in Figure 58.

One-third octave-band TL was calculated for the source-receiver geometry at CPA (Section 2.4)

for the three berthing simulation scenarios. Source levels were calculated by taking the average

of the received levels around the CPA (Section 2.5.1) and adding them to TL (Figure 59). Source

levels are not provided for frequencies below 20 Hz for the half power and acceleration scenarios

due to the high-pass filtering.

Figure 57. Broadband (20 Hz to 64 kHz) received SPLs as a function of time as the Seaspan Resolution performed berthing simulation at half power (top left), full power (top right), and acceleration (bottom left).

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Figure 58. PSD from 5 seconds of averaged data centred at CPA, of the Seaspan Resolution performing berthing simulations at half power at 214 m slant range (blue), at full power at 219 m slant range (red), and accelerating at 294 m slant range (orange).

Figure 59. Calculated 1/3-octave-band source levels for Seaspan Resolution performing berthing simulations at half power (blue), full power (red), and accelerating (orange).

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3.6. Ambient Noise Levels

Acoustic recordings from AMARs A to F were analysed to determine PSD levels and decade-

band SPLs over the entire deployment duration for each of the five measurement sites. Figures

60 to 65 show time-dependent spectrograms (lower panels) and decade-band SPLs (upper

panels) of the acoustic data collected at each AMAR. Figure 66 shows the cumulative statistical

distribution of 1 minute PSD levels at each AMAR. The presence of strong, low-frequency tones

throughout the data indicate that shipping and other anthropogenic sources were the dominant

source of ambient noise at all measurement stations. The diel periodicity of noise levels at many

of the stations is associated with the day-night cycle of human activity. In general, ambient noise

levels were strongly related to the amount of shipping present and the proximity of shipping to

the recorder.

Tidal currents were responsible for the noise peaks at frequencies below 200 Hz in the ambient

data. This is primarily pseudo-noise caused by turbulent flow around the hydrophones during

periods of high current velocity. Periods of high flow noise appear as ~24 hour, low-frequency

fluctuations in the ambient noise levels, which are particularly prominent on AMARs B, D, and

F. Tidal currents also induced strong, low-frequency tonal vibrations on some of the moorings

(e.g., at 140 Hz on AMAR B and 120 Hz on AMAR D), which were picked up by the

hydrophones. During slack-tide periods, the ambient measurements below 200 Hz were free of

pseudo-noise interference and these time periods are representative of the true ambient noise

fields.

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Figure 60. Deltaport Terminal (AMAR A): (top) Broadband and decade band SPL (30 minute average) from 30 May to 19 Jun; (bottom) Ambient noise spectrogram (30 minute average) over the same period. Frequency scale is logarithmic.

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Figure 61. Lime Kiln (AMAR B): (top) Broadband and decade band SPL (30 minute average) from 29 May to 11 Jun; (bottom) Ambient noise spectrogram (30 minute average) over the same period. Frequency scale is logarithmic.

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Figure 62. Haro Strait (AMAR C): (top) Broadband and decade band SPL (30 minute average) from 31 May to 21 Jul; (bottom) Ambient noise spectrogram (30 minute average) over the same period. Frequency scale is logarithmic.

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Figure 63. Haro Strait (AMAR D): (top) Broadband and decade band SPL (30 minute average) from 31 May to 21 Jul; (bottom) Ambient noise spectrogram (30 minute average) over the same period. Frequency scale is logarithmic.

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Figure 64. Georgia Strait (AMAR F): (top) Broadband and decade band SPL (30 minute average) from 22 Jun to 2 Jul; (bottom) Ambient noise spectrogram (30 minute average) over the same period. Frequency scale is logarithmic.

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Figure 65. Victoria pilot site (AMAR E): (top) Broadband and decade band SPL (30 minute average) from 29 May to 17 Jun; (bottom) Ambient noise spectrogram (30 minute average) over the same period. Frequency scale is logarithmic.

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Figure 66. Exceedance percentiles of ambient noise PSD (1-minute average) at the five monitoring stations. The Nth percentile corresponds to the sound level that was exceeded by N% of the data. Note that narrow-band peaks in the spectra above 25 kHz were due to low-level electronic noise on the AMARs and are not real features of the ambient noise field.

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4. Discussion and Conclusions

4.1. Transmission Loss Measurements

TL measurements at the centre frequencies of 1/3-octave bands between 200 Hz and 20 kHz

from the southbound shipping lane in Haro Strait to Lime Kiln, indicated relatively higher losses

at low frequencies than other sites. This is an expected result since the Lime Kiln AMAR B

recorder was in shallow water just a few tens of metres from shore. Low frequency energy is

absorbed through interactions with the seafloor as it enters shallow water near the shore. TL was

generally lowest at the Victoria pilot site for frequencies less than a few kHz. The geoacoustic

inversion showed this site had the highest compressional wave speed in the seafloor, which

would reflect more sound energy back into the water.

Geoacoustic inversions were performed to estimate the acoustic parameters of seafloor layers

that influence acoustic TL. The inversion results indicate that the seabed sediments are

acoustically absorptive at all sites. The compressional wave speeds are consistent with soft,

unconsolidated silts and clays (Table 6). Because the TL data were not very sensitive to sediment

density and attenuation coefficient, those parameters were less well-defined by the inversion.

Higher uncertainties in those parameters do not adversely affect the model predictions. Water

depth and the AMAR height above the seafloor were more important parameters and they were

better-constrained by the inversion algorithm. The model-measurement misfit was lowest when

AMARs A and B were within 0.1 m of the seafloor, which is less than the actual ~3 m height of

the moorings. A very soft and non-reflective top-seafloor layer could account for this

discrepancy. Water currents may also have pushed the moorings lower.

Jones and Wolfson (2006) modelled ship noise in Haro Strait at 3.6 kHz and investigated the

effects of bottom and surface roughness and geoacoustic properties on the expected received

levels. They found that a soft subbottom of sand/mud (with sound speed of 1,550 m/s) matched

measurements of ship noise better than harder subbottoms of rock and sand. They also found that

sea surface roughness and bottom roughness did not substantially change results and that

bathymetry effects dominated. These findings are consistent with this study’s geoacoustic

inversion results and observations of bathymetry effects on container ship noise measurements

(discussed in the next section).

4.2. Container Ship Measurements

4.2.1. Received Sound Levels

Received levels from container ships were strongly affected by the bathymetry in Haro Strait.

Broadband received levels decreased by as much as 15 dB when upslope bathymetry (e.g., a

seamount) was between the container ship and the AMAR. Sound energy is absorbed into the

sub-bottom when it encounters steep upslope bathymetry. For example, sound levels from the

Osaka Express decreased by about 15 dB as the container ship passed a seamount at 2 km range

that obstructed the source-receiver path (see Figure 24).

Figures 67 to 69 show received levels for the Osaka Express, CMA CGM Attila, and the Zim Los

Angeles passing through Haro Strait. The plots also indicate times corresponding to 0, 45, 60,

and 75 degrees off broadside in the forward and aft directions as well as the bathymetry along

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each vessel’s path. Received levels were similar in the forward and aft directions although levels

from the forward direction were sometimes higher (up to 10 dB at the same range), which is

most likely due to bathymetry effects; the seamount north of AMARs C and D was farther than

the seamount south of the AMARs, causing received levels in the forward direction to be higher

at a farther range than levels in the aft direction (all three vessels were travelling southbound).

Any potential source directionality effects will likely have much lower magnitude compared to

these bathymetry effects.

Figure 67. Plot of rms SPL and water depth versus time along the vessel track to examine directionality of the Osaka Express, measured in Haro Strait by AMAR C. Times and ranges when the angle from the ship’s broadside to AMAR C is 0°, 45°, 60°, and 75° are annotated on the top plot. Times before and after 0° correspond to the forward and aft directions, respectively.

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Figure 68. Plot of rms SPL and water depth versus time along the vessel track to examine directionality of the CMA CGM Attila, measured in Haro Strait by AMAR C. Times and ranges when the angle from the ship’s broadside to AMAR C is 0°, 45°, 60°, and 75° are annotated on the top plot. Times before and after 0° correspond to the forward and aft directions, respectively.

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Figure 69. Plot of rms SPL and water depth versus time along the vessel track to examine directionality of the Zim Los Angeles, measured in Haro Strait by AMAR C. Times and ranges when the angle from the ship’s broadside to AMAR C is 0°, 45°, 60°, and 75° are annotated on the top plot. Times before and after 0° correspond to the forward and aft directions, respectively.

In Haro Strait, noise levels measured at the seabed differed from those measured near the sea

surface for frequencies below 30 Hz because the fast tidal currents in Haro Strait caused low

frequency flow noise on the near-surface hydrophone (e.g., Figure 27). There were no substantial

differences in received levels above 30 Hz.

Jones and Wolfson (2006) measured sounds from ships in Haro Strait. Their closest

measurement of an unidentified cargo ship was at 1 km range; the received levels were

approximately 90 and 80 dB re 1 µPa2/Hz at 3.6 and 10.4 kHz respectively. These levels agree

with the PSD levels for the CMA CGM Attila and Zim Los Angeles at approximately 1 km range

in Haro Strait. Because the Osaka Express produced less cavitation noise, its levels were lower

by approximately 20 dB.

The opportunistic nature of this study’s measurements limited knowledge of certain parameters

such as engine speeds and propulsion system parameters. AIS data were used to determine vessel

positions relative to the recorders, but readings were often minutes apart, leading to some

positional uncertainty. Frequency dependent directivity was observed for the Osaka Express and

Zim Los Angeles at the Victoria pilot site (Figures 29 and 45, respectively). The band level

versus time plots show maxima of high frequency received sound levels occurred before the

maxima of lower frequencies. This suggests that high frequency sounds were emitted from a

source located forward of the machinery that emitted the majority of lower-frequency sounds

(presumably the propellers). The spectrograms for all three container ships at the Victoria pilot

site (Figures 29, 37, and 45) show times of abrupt changes in levels at all frequencies that are not

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associated with changes in tone frequencies. The increases in levels are likely due to increased

loading on the propellers as the ships accelerated. Received levels in the 1 to 10 kHz and 10 to

64 kHz bands for the Osaka Express transiting in Haro Strait (Figures 25 and 26) varied by up to

17 dB in a periodic pattern, oscillating approximately 2.25 times every minute. The cause of this

oscillation is unknown but it is an interesting phenomena.

4.2.2. Source Level Measurements

Source levels for the container ships transiting at constant speed (22 to 24 knots) in Haro Strait

were higher than those for the same ships accelerating (9 to 11 knots) at the Victoria pilot site.

Because of increased loading on the propellers during acceleration, the source levels at slower

speeds are likely higher than they would have been had the vessels been travelling at constant

speed.

The broadband source levels for all three container ships transiting at high speed in Haro Strait

were similar (within 4 dB); however, the levels above 1 kHz for the Osaka Express were

approximately 20 dB lower than those from the CMA CGM Attila and Zim Los Angeles. The high

frequency source levels for the Osaka Express were higher when it accelerated at 9 knots at the

Victoria pilot site than when it transited at a constant speed of 22 knots in Haro Strait. This was

not observed with the other two container ships and it is likely caused by increased cavitation

from high load on the propellers as the vessel accelerated. These results emphasise the

importance of cavitation in determining radiated noise levels at high frequencies.

Broadband source levels from this study are 15 to 20 dB higher than mean source levels reported

by McKenna et al. (2012) for container ships transiting at 20 knots. Comparison of the 1/3-

octave bands shows that these measurements are consistent with McKenna et al. above 200 Hz,

but are higher from 20 to 160 Hz (Figure 70). McKenna et al. used a simpler TL model (20 Log

R) in their back-propagation calculation, but this is not the primary reason for the source level

difference, since this study’s results would only have been 3 to 5 dB lower using their approach.

Therefore, this study’s results suggest that the three container ships measured generate more low-

frequency noise than the container ships measured by McKenna et al. (2012).

Figure 70. 1/3-octave band source levels for the three container ships and the average container ship source levels reported in McKenna et al. (2012).

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Spectral received levels for a cargo ship at 1.5 km range, reported by Bassett et al. (2012), were

similar to measurements recorded of the CMA CGM Attila and Zim Los Angeles at approximately

1 km range, although this study’s measurements showed higher levels at frequencies below

50 Hz. The broadband source levels for container ships in Bassett et al. (2012) were between 181

and 186 dB re 1 µPa, whereas the broadband levels for the three container ships measured in this

study were between 200 and 206 dB re 1 µPa. Bassett et al. (2012) calculated source levels by

back-propagating received levels using a 15 Log R TL model. They justified their choice based

on parabolic-equation model predictions at 50, 100, and 250 Hz. This study’s measurements and

modelling support 20 Log R as being a more suitable TL model. Using 20 Log R instead of

15 Log R for Basset et al.’s closest measurement (1 km range) would add 15 dB to their source

levels, making their results consistent with this study’s source level measurements.

4.3. Tugs, Berthing, and Loading Measurements

Source levels for the harbour tug Seaspan Resolution increased with its transit speed. Cavitation

noise at frequencies above 3 kHz varied substantially (by as much as 45 dB) between the 4 and

12 knot scenarios (Figure 56). Source levels for the simulated berthing scenarios were

approximately 18 dB lower when at half power than at full power (Figure 59). Source levels for

acceleration were between the half and full power levels, but tended toward the full power levels.

Cavitation noise levels (> 1 kHz) measured during the berthing simulation, where cavitation was

induced by opposing the twin propellers on the tugs, were higher than those measured during the

actual berthing operation (tugs Seaspan Resolution and Seaspan Raven berthing the container

ship Vienna Express), particularly above 10 kHz (Figure 50). Source levels for the half power

berthing simulation were lower than the source levels from the berthing operation except at

frequencies above 10 kHz.

The measurements of loading the container ship CMA CGM La Scala at Deltaport Terminals

showed that the highest continuous noise levels originated from the aft of the vessel, near the

engine stacks, with the maximum occurring in the 50 Hz 1/3-octave band. Received levels were

briefly higher when containers were lowered to and contacted the ship’s deck, particularly in

measurements near the bow of the ship.

4.4. Ambient Noise

Ambient acoustic measurements showed that human-generated sounds, primarily from ship

traffic, dominated ambient noise at all locations measured. The overall spectral trend of median

ambient PSD levels (Figure 71) was consistent at all five measurement stations. Differences

below 200 Hz were primarily due to varying levels of tidally-induced pseudo-noise (water flow

noise on hydrophones) between sites. Ambient levels were highest near Deltaport Terminal

(AMAR A), which was situated directly adjacent to three busy marine terminals (Deltaport

Terminal, Westshore Terminals, and the BC Ferries Terminal at Tsawwassen). Similarly,

ambient levels were high at the Victoria pilot site (AMAR E), which was situated just outside the

Victoria and Esquimalt harbours. Ambient noise levels were ~5 to 10 dB lower on the remaining

four AMARs, which were situated near the inbound and outbound shipping lanes in Georgia

Strait and Haro Strait. The shapes of the ambient spectra were consistent between all sites, with a

mean slope of −7.1±0.7 dB per octave.

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A comparison of the data from AMARs C and D in Haro Strait showed that ambient levels

measured at the seabed and near the surface were almost identical above 200 Hz. Therefore

ambient noise measurements obtained using seabed-mounted hydrophones in this environment

are expected to be relevant for assessing noise effects for marine mammals present near the sea

surface. Seafloor-mounted hydrophones do not require vertical mooring cables that often vibrate

and introduce contaminating noise.

Figure 71. Comparison plot of median ambient noise levels measured at the five monitoring stations.

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Literature Cited

ANSI S1.1-1994. R2004. American National Standard Acoustical Terminology. American National Standards

Institute, New York.

Bassett, C., B. Polagye, M. Holt, and J. Thomson. 2012. A vessel noise budget for Admiralty Inlet, Puget Sound,

Washington (USA). Journal of the Acoustical Society of America 132(6):3706-3719.

Coppens, A. B. 1981. Simple equations for the speed of sound in Neptunian waters. Journal of the Acoustical

Society of America 69(3):862-863.

François, R. E., and G. R. Garrison. 1982a. Sound absorption based on ocean measurements: Part I: Pure water and

magnesium sulfate contributions. The Journal of the Acoustical Society of America 72(3):896-907.

François, R. E., and G. R. Garrison. 1982b. Sound absorption based on ocean measurements: Part II: Boric acid

contribution and equation for total absorption. Journal of the Acoustical Society of America 72(6):1879-

1890.

Jensen, F. B., W. A. Kuperman, M. B. Porter, and H. Schmidt. 2000. Computational ocean acoustics. AIP Series in

Modern Acoustics and Signal Processing. AIP Press - Springer.

Jones, C. D., and M.A. Wolfson. 2006. Acoustic environment of Haro Strait: Preliminary propagation modeling and

data analysis. APL-UW TM 3-06. Washington University Seattle Applied Physics Lab, Washington. 53 p.

http://www.dtic.mil/cgi-bin/GetTRDoc?Location=U2&doc=GetTRDoc.pdf&AD=ADA455413.

McKenna, M. F., D. Ross, S. M. Wiggins, and J.A. Hildebrand. 2012. Underwater radiated noise from modern

commercial ships. The Journal of the Acoustical Society of America 131(1):92-103.

National Geophysical Data Center. 2013. High resolution NOAA digital elevation model. In: Center, N.G.D. (ed.).

NOAA. http://www.ngdc.noaa.gov/dem/squareCellGrid/download/655.

Oppenheim, A. V., and R. W. Schafer. 1999. Discrete-Time Signal Processing. 2nd edition. Prentice-Hall. 870 p.

Seaspan Marine. 2013. Seaspan Resolution (webpage).

http://www.seaspan.com/seaspanmarine/fleet/specsheets/Resolution.pdf (Accessed September 13, 2013).

Wright, E. B. and J. Cybulski. 1983. Low-frequency acoustic source levels of large merchant ships. 8677. [NRL]

Naval Research Lab, Washington DC. 55 p. http://www.dtic.mil/dtic/tr/fulltext/u2/a126292.pdf.

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Acknowledgements

We thank Eric Eisenhardt and Patrick Charapata for their help on the R/V Buzzard deploying and

recovering an AMAR off Lime Kiln, Rick Linden for his help on the R/V Coastal Geosciences

deploying and recovering AMARs in Canadian waters and conducting the TL study, and Jason

Wood for supplementing our marine mammal monitoring in Haro Strait with a synthesis of real-

time shore-based observations.

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Appendix A. Transmission Loss

The table below lists 1/3-octave-band transmission loss between the northbound and southbound

Haro Strait shipping lanes and the Whale Museum and Beam Reach hydrophone off Lime Kiln.

1/3-octave-band Centre Frequency (Hz)

TL from Northbound Lane to Lime Kiln Hydrophone (dB)

TL from Southbound Lane to Lime Kiln Hydrophone (dB)

10.0 101.7 105.3

12.6 94.9 103.8

15.8 90.3 101.9

20.0 94.2 98.0

25.1 87.7 95.3

31.6 87.2 91.8

39.8 76.7 85.7

50.1 73.2 85.7

63.1 72.7 85.3

79.4 67.4 80.6

100 68.2 77.3

126 65.6 75.8

158 65.2 72.2

200 64.1 69.9

251 63.9 68.6

316 66.5 67.8

398 70.6 66.0

501 68.9 64.0

631 70.9 67.1

794 69.9 69.1

1000 68.0 69.5

1260 66.7 64.9

1580 64.2 63.9

2000 65.6 59.7

2510 64.8 58.9

3160 64.0 59.4

3980 62.6 61.8

5010 62.1 60.9

6310 62.3 68.6

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1/3-octave-band Centre Frequency (Hz)

TL from Northbound Lane to Lime Kiln Hydrophone (dB)

TL from Southbound Lane to Lime Kiln Hydrophone (dB)

7940 62.8 69.5

10000 63.5 70.9

12600 64.6 73.0

15800 66.3 76.4

20000 68.9 81.5

25100 72.7 89.1

31600 78.3 99.9

39800 85.8 114.8

50100 95.6 133.9

63100 107.2 156.8

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Appendix B. Source Level Measurements

B.1. Transiting Container Ships

The table below lists 1/3-octave-band source levels for the container ships Osaka Express, CMA

CGM Attila, and Zim Los Angeles.

1/3-octave-band Centre Frequency (Hz)

Source Level (dB re 1 µPa at 1 m)

Osaka Express CMA CGM Attila Zim Los Angeles

9.0 knots 22.0 knots 10.6 knots 24.1 knots 11.1 knots 22.4 knots

10.0 190.5 197.0 167.7 195.2 162.4 184.5

12.6 186.1 198.4 168.3 192.4 168.6 190.8

15.8 189.3 190.5 176.8 193.4 172.2 187.5

20.0 186.5 191.4 179.7 193.5 179.1 190.5

25.1 185.9 191.9 190.6 197.4 177.9 191.8

31.6 189.8 191.1 179.7 197.6 177.5 194.9

39.8 186.4 193.5 175.3 191.9 176.6 189.6

50.1 185.5 202.5 178.9 191.7 175.5 189.4

63.1 184.0 190.7 165.3 182.8 176.8 184.2

79.4 183.2 185.5 167.7 179.3 178.6 186.9

100 181.1 184.3 166.3 176.9 176.9 177.1

126 179.4 179.0 166.1 176.7 177.0 177.3

158 176.5 181.0 165.8 174.5 166.6 181.4

200 176.7 174.5 165.4 170.7 168.2 177.9

251 178.8 171.7 164.8 172.6 172.6 180.2

316 178.0 169.8 161.7 176.3 172.0 178.4

398 174.7 170.3 162.0 172.0 166.8 180.6

501 173.5 169.9 166.3 175.5 167.8 177.1

631 177.5 169.0 164.1 180.0 167.7 173.7

794 185.7 165.9 167.6 172.4 165.8 174.3

1000 171.5 163.5 163.6 170.7 166.1 166.9

1260 171.2 156.3 156.6 176.3 165.5 169.1

1580 175.1 154.1 155.9 170.6 165.5 168.6

2000 171.6 157.7 162.1 166.9 162.3 170.9

2510 173.6 150.6 157.1 169.8 163.0 168.2

3160 175.7 152.2 159.8 175.0 162.2 172.0

3980 174.3 150.2 159.1 175.3 161.5 179.3

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1/3-octave-band Centre Frequency (Hz)

Source Level (dB re 1 µPa at 1 m)

Osaka Express CMA CGM Attila Zim Los Angeles

9.0 knots 22.0 knots 10.6 knots 24.1 knots 11.1 knots 22.4 knots

5010 175.3 150.9 158.4 171.8 160.2 169.7

6310 170.2 152.1 161.4 173.1 161.4 170.1

7940 173.3 151.1 160.3 173.0 165.4 168.8

10000 173.0 150.7 160.4 172.6 162.2 167.4

12600 169.6 150.7 160.2 172.1 160.7 166.7

15800 168.6 150.7 157.3 172.0 159.0 165.9

20000 166.6 149.5 158.7 171.3 157.6 164.8

25100 166.3 148.7 155.9 169.6 157.4 162.7

31600 166.8 146.4 154.9 169.5 157.7 162.0

39800 167.1 147.2 153.8 168.2 157.1 163.0

50100 167.1 146.9 153.1 167.6 156.3 160.9

63100 164.3 147.4 149.5 165.6 152.1 159.4

Broadband 198.2 206.0 191.9 203.9 187.9 200.5

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B.2. Loading and Berthing

The table below lists 1/3-octave-band source levels for berthing the container ship Vienna

Express and for loading the CMA CGM La Scala.

1/3-octave-band Centre Frequency (Hz)

Source Level (dB re 1 µPa at 1 m)

Berthing Vienna Express – average level (30 min)

Berthing Vienna Express – highest level (2 min)

Loading CMA CGM La Scala

10.0 – – 148.3

12.6 – – 146.7

15.8 – – 140.7

20.0 – – 135.4

25.1 – – 129.5

31.6 – – 141.6

39.8 – – 148.7

50.1 172.3 172.4 164.4

63.1 170.6 170.9 150.3

79.4 172.1 174.0 151.6

100 171.8 175.6 146.7

126 172.3 175.0 150.3

158 172.7 174.5 137.8

200 173.9 175.0 147.9

251 176.4 176.3 152.5

316 175.8 180.7 153.8

398 175.5 181.8 150.1

501 179.0 186.3 152.4

631 171.7 176.4 157.1

794 171.2 177.7 153.3

1000 167.7 174.0 150.0

1260 167.9 176.2 149.3

1580 168.8 177.6 148.5

2000 168.6 175.9 143.0

2510 169.1 174.4 136.4

3160 169.8 174.6 133.5

3980 169.2 174.4 132.0

5010 168.0 173.1 134.1

Source Level (dB re 1 µPa at 1 m)

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1/3-octave-band Centre Frequency (Hz)

Berthing Vienna Express – average level (30 min)

Berthing Vienna Express – highest level (2 min)

Loading CMA CGM La Scala

6310 166.5 170.9 134.0

7940 163.8 169.6 131.9

10000 160.2 164.6 129.9

12600 159.9 163.7 127.7

15800 158.4 161.2 126.3

20000 154.5 156.8 123.9

25100 149.8 151.7 122.0

31600 145.5 147.5 120.0

39800 141.9 143.0 118.2

50100 138.7 138.9 116.4

63100 135.5 135.1 114.6

Broadband 186.2 191.2 167.1

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B.3. Harbour Tug

The table below lists 1/3-octave-band source levels for the harbour tug Seaspan Resolution.

1/3-octave-band Centre Frequency (Hz)

Source Level (dB re 1 µPa at 1 m)

Transiting Berthing Simulation

4 kt transit 7.5 kt transit 12 kt transit Half power Full power Acceleration

10.0 – – 184.0 – 181.8 –

12.6 – – 178.7 – 184.2 –

15.8 – – 177.2 – 190.7 –

20.0 150.6 150.5 173.1 170.0 178.0 179.0

25.1 151.4 152.0 172.1 173.3 183.3 180.4

31.6 151.5 152.0 174.9 172.2 191.8 181.0

39.8 146.2 148.8 174.0 171.5 187.7 184.3

50.1 143.1 146.8 176.7 166.0 193.8 183.6

63.1 143.5 144.2 178.6 169.9 187.1 180.2

79.4 144.6 147.8 173.3 163.2 186.1 181.2

100 147.3 148.5 171.1 163.1 185.5 178.8

126 151.3 153.2 169.1 162.7 183.9 176.6

158 143.7 156.2 165.7 164.1 184.2 175.2

200 151.2 166.9 167.4 163.9 182.9 177.4

251 152.9 166.6 170.9 158.1 175.2 174.7

316 140.5 158.3 169.6 159.4 172.3 172.4

398 151.2 158.2 169.3 156.2 175.2 166.9

501 145.6 152.3 169.1 160.0 175.7 165.1

631 146.5 152.6 171.7 155.5 175.6 167.4

794 142.2 152.0 170.3 162.1 177.8 170.6

1000 135.4 150.4 170.6 157.0 174.8 173.5

1260 139.1 151.0 168.6 150.5 173.0 173.8

1580 134.6 146.0 169.1 159.7 177.0 166.2

2000 134.6 149.0 169.0 151.6 172.5 165.4

2510 138.9 148.9 167.1 154.4 176.8 171.2

3160 126.5 148.4 166.5 151.3 172.5 169.4

3980 123.8 144.7 165.6 151.4 171.9 168.6

5010 122.8 142.7 164.8 152.1 171.7 166.8

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1/3-octave-band Centre Frequency (Hz)

Source Level (dB re 1 µPa at 1 m)

Transiting Berthing Simulation

4 kt transit 7.5 kt transit 12 kt transit Half power Full power Acceleration

6310 125.5 149.5 171.1 159.2 177.1 171.6

7940 123.2 147.9 170.6 159.5 177.3 169.4

10000 120.4 145.3 170.5 160.8 177.9 168.3

12600 120.4 146.6 169.1 160.9 178.1 169.8

15800 118.5 144.8 166.2 159.9 178.1 168.5

20000 116.9 142.2 164.7 159.5 178.0 166.7

25100 116.5 140.4 161.7 158.5 177.4 164.1

31600 116.3 138.8 160.6 159.7 177.1 160.5

39800 115.7 135.4 157.6 160.7 177.7 158.7

50100 115.1 133.1 155.6 158.8 175.7 157.7

63100 112.3 128.5 151.7 154.0 171.2 154.0

Broadband 161.2 171.3 189.1 180.2 199.7 191.7

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Appendix C. CTD Data

The figure below shows the temperature, salinity, and water sound speed profiles in Haro Strait

as measured on 30 May 2013. On 30 May 2013, TL playbacks were attempted in Haro Strait but

were aborted due to marine mammal presence (see the marine mammal observer reports for 30

May in Appendices D.10, D.11, and D.12). During the CTD cast, the currents displaced the

vessel from the initial position of the CTD. This limited the maximum depth of the CTD cast to

approximately 140 m. The sound speed was linearly extrapolated beyond the maximum

measurement depth for modelling acoustic propagation with RAM. The plots below show the

downcast and upcast temperature, salinity, and sound speed profiles at each measurement site.

On 6 June 2013 a CTD cast in Haro Strait was taken and the TL playbacks were completed

successfully. The CTD leaked, however, and no data were recorded. The temperature, salinity,

and sound speed profiles are not expected to have changed significantly between 30 May and 6

June (Jones and Wolfson 2006). Therefore the CTD data from 30 May were used for TL

estimates on 6 June.

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84 Version 4.0

The figure below shows the temperature, salinity, and sound speed profiles measured on 28 May

2013 at the Victoria pilot site.

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JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

Version 4.0 85

The figure below shows the temperature, salinity, and sound speed profiles measured on 29 May

2013 at Deltaport Terminal.

The table below lists the coordinates, dates, and times of each CTD cast.

Site Latitude Longitude Date/Time (UTC) Water Depth (m)

Haro Strait 48°30.4042′ N 123°11.8711′ W 30 May 2013 19:17 212

Deltaport Terminal

49 00.2430′ N 123 09.2822′ W 29 May 2013 17:20 55

Victoria pilot site 48°22.964′ N 123°23.632′ W 28 May 2013 22:30 76

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Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

86 Version 4.0

Appendix D. Marine Mammal Observer Protocols and Results

D.1. Victoria Area – 28 May 2013: Cover page Regulatory reference number

NOT APPLICABLE Country: Canada

Location:

Victoria area Ship/Platform name:

Coastal Geoscience

Client: Hemmera Environmental Contractor: JASCO Applied Sciences

Start date: (dd/mm/yy)

28/05/2013 End date: (dd/mm/yy)

28/05/2013 Survey type:

☐ Site

☐ 2-D

☐ 3-D

☐ 4-D

☐ OBC

☐ 4C

☐ VSP

☐ WAZ

☐ Piling

☐ Explosives

☒ Other

Number of source vessels: 1

Type of source:

Underwater acoustic transducer

Number of airguns:

NOT APPLICABLE

Source volume: (cu. in)

NOT APPLICABLE

Source depth (metres): 5 Frequency

Range in which peak energy is emitted (Hz)

300–3000

Intensity

Primary peak-to-peak amplitude in dB re. 1 µPa or bar metres)

183 dB re 1 µPa

Shot point interval

(metres)

200 and 500

Method of soft start

☐ Increase # of guns

☒ Increase frequency

(where permitted)

☐ Increase pressure

(where permitted)

☐ Increase number and frequency

☐ Increase number

and pressure

☐ Other

Visual monitoring equipment used: Binoculars

Magnification of optical equipment:

7

Height of eye above water surface: 1.7 metres

Dedicated MMOs

List names:

Heloise Frouin-Mouy

Method(s) by which animal distance was estimated

☐ By eye

☐ With laser rangefinder

☐ With rangefinder stick/ callipers

☒ With reticle binoculars

☐ By relating to object at known distance

☐ Other

MMO training

☒ JNCC approved MMO training course for

UK waters

☒ PSO training course for the Gulf of Mexico

☐ MMO training course for Irish waters

☐ MMO training course for New Zealand

waters

☐ Other

☐ None

Was PAM used? ☐ Yes ☒ No Number of PAM operators 0

Description of PAM equipment NOT APPLICABLE

Range of PAM hydrophones from airguns (metres)

NOT APPLICABLE

Bearing of PAM hydrophones from airguns Relative to direction

of travel

NOT APPLICABLE

Depth of PAM hydrophones

(metres)

NOT APPLICABLE

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JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

Reason for firing: l=line, t=test, x=test immediately followed by line

Depth range: s= < 200 m; d= > 200 m; b=both

Day/Night: d=day; n=night; w=dawn; k=dusk

D.2. Victoria Area – 28 May 2013: Operations

Regulatory reference number: NOT APPLICABLE Ship/ platform name: Coastal Geoscience

Put times in UTC using the 24-hr clock

See footnote for descriptions of operation abbreviations used in columns

Date

28/05/2013

Stations

Reason for firing

Time of start of line

Time of end of line

Time of reduced output

If relevant

Time underwater acoustic transducer stopped

Time pre-transmission search began

Time search ended

Was it day or night in period prior to firing?

Was any mitigating action required?

Yes or No

Test t 18:21 18:22 N/A 18:22 17:45 22:07 Day No

Test–1 t 19:03 19:05 N/A 19:05 17:45 22:07 Day No

Test2–1 t 19:08 19:10 N/A 19:10 17:45 22:07 Day No

500 m l 19:39 19:41 N/A 19:41 17:45 22:07 Day No

1000 m l 20:26 20:28 N/A 20:28 17:45 22:07 Day No

1500 m l 20:40 20:42 N/A 20:42 17:45 22:07 Day No

2000 m l 20:53 20:55 N/A 20:55 17:45 22:07 Day No

2500 m l 21:06 21:08 N/A 21:08 17:45 22:07 Day No

3000 m l 21:18 21:20 N/A 21:20 17:45 22:07 Day No

3500 m l 21:30 21:32 N/A 21:32 17:45 22:07 Day No

4000 m l 21:42 21:44 N/A 21:44 17:45 22:07 Day No

4500 m l 21:52 21:54 N/A 21:54 17:45 22:07 Day No

5000 m l 22:02 22:04 N/A 22:04 17:45 22:07 Day No

Continuous watch between stations.

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Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

D.3. Victoria Area – 28 May 2013: Effort Regulatory reference number NOT APPLICABLE Ship/ platform name: Coastal Geoscience

See footnote for descriptions of abbreviations used in columns

Date: 28/05/2013 (dd/mm/yy) Observer’s/operator’s name(s): Heloise Frouin-Mouy

Time of start of section of watch

(UTC, 24-hr clock)

Time of end of section of watch

(UTC, 24-hr clock)

Underwater acoustic transducer activity

Start position

Latitude and longitude

Depth at start (m)

End position

Latitude and longitude

Depth at end (m)

Speed of vessel

(knots)

Wind dir’n

Wind force

(B’fort scale)

Sea state

Swell Vis.

Visual watch only

Sun glare

Visual watch only

Precip.

17:45 22:07 f N48 22.7259 W123 25.6681

78.6 N48 22.7232 W123 25.7053

78.6 N/A e 2 g o g n l

17:45 22:07 f N48 22.8170 W123 24.4227

79.0 N48 22.8286 W123 24.4903

79.0 N/A e 2 g o g n l

17:45 22:07 f N48 22.8443 W123 24.5959

79.0 N48 22.8563 W123 24.6599

79.0 N/A e 2 g o g n l

17:45 22:07 f N48 22.8008 W123 24.2651

79.0 N48 22.8166 W123 24.3239

79.0 N/A e 2 s o g n l

17:45 22:07 f N48 22.5734 W123 24.1399

83.6 N48 22.5827 W123 24.1613

83.6 N/A e 2 s o g n l

17:45 22:07 f N48 22.2711 W123 24.4022

83.6 N48 22.2761 W123 24.4151

83.6 N/A e 2 s o g n l

17:45 22:07 f N48 22.0471 W123 24.6817

83.6 N48 22.0565 W123 24.7035

83.6 N/A e 2 s o g n l

17:45 22:07 f N48 21.8086 W123 24.8001

82.9 N48 21.8145 W123 24.8145

82.9 N/A e 2 s o g n l

17:45 22:07 f N48 21.5878 W123 24.9146

82.9 N48 21.6073 W123 24.8875

82.9 N/A e 2 s o g n l

17:45 22:07 f N48 21.3465 W123 25.3056

83.6 N48 21.3746 W123 25.2740

83.6 N/A e 2 s o g n l

17:45 22:07 f N48 21.1152 W123 25.5506

90.0 N48 21.1243 W123 25.5493

90.0 N/A w 2 s o g n l

17:45 22:07 f N48 20.8726 W123 25.7139

92.0 N48 20.9134 W123 25.7146

92.0 N/A w 2 s o g n l

17:45 22:07 f N48 20.6765 W123 25.8383

93.6 N48 20.7153 W123 25.8085

93.6 N/A w 2 s o g n l

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JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

D.4. Deltaport Terminal – 29 May 2013: Cover page Regulatory reference number

NOT APPLICABLE Country: Canada

Location:

Deltaport Terminal

Ship/Platform name:

Coastal Geoscience

Client: Hemmera Environmental Contractor: JASCO Applied Sciences

Start date: (dd/mm/yy)

29/05/2013 End date: (dd/mm/yy)

29/05/2013 Survey type:

☐ Site

☐ 2-D

☐ 3-D

☐ 4-D

☐ OBC

☐ 4C

☐ VSP

☐ WAZ

☐ Piling

☐ Explosives

☒ Other

Number of source vessels: 1

Type of source:

Underwater acoustic transducer

Number of airguns:

NOT APPLICABLE

Source volume: (cu. in)

NOT APPLICABLE

Source depth (metres): 5 Frequency

Range in which peak energy is emitted (Hz)

300–3000

Intensity

Primary peak-to-peak amplitude in dB re. 1 µPa or bar metres)

183 dB re 1 µPa

Shot point interval

(metres)

200 and 500

Method of soft start

☐ Increase # of

guns

☒ Increase

frequency (where permitted)

☐ Increase pressure

(where permitted)

☐ Increase number and frequency

☐ Increase number

and pressure

☐ Other

Visual monitoring equipment used: Binoculars

Magnification of optical equipment:

7

Height of eye above water surface: 1.7 metres

Dedicated MMOs

List names:

Heloise Frouin-Mouy

Method(s) by which animal distance was estimated

☐ By eye

☐ With laser rangefinder

☐ With rangefinder stick/ callipers

☒ With reticle binoculars

☐ By relating to object at known distance

☐ Other

MMO training

☒ JNCC approved MMO training course for UK

waters

☒ PSO training course for the Gulf of Mexico

☐ MMO training course for Irish waters

☐ MMO training course for New Zealand waters

☐ Other

☐ None

Was PAM used? ☐ Yes ☒ No Number of PAM operators 0

Description of PAM equipment NOT APPLICABLE

Range of PAM hydrophones from airguns (metres)

NOT APPLICABLE

Bearing of PAM hydrophones from airguns Relative to direction

of travel

NOT APPLICABLE

Depth of PAM hydrophones

(metres)

NOT APPLICABLE

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Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

Reason for firing: l=line, t=test, x=test immediately followed by line

Depth range: s= < 200 m; d= > 200 m; b=both

Day/Night: d=day; n=night; w=dawn; k=dusk

D.5. Deltaport Terminal – 29 May 2013: Operations

Regulatory reference number NOT APPLICABLE Ship/ platform name: Coastal Geoscience

Put times in UTC using the 24-hr clock

See footnote for descriptions of operation abbreviations used in columns

Date

29/05/2013

Stations

Reason for firing

Time of start of line

Time of end of line

Time of reduced output

If relevant

Time underwater acoustic transducer stopped

Time pre-transmission search began

Time search ended

Was it day or night in period prior to firing?

Was any mitigating action required?

Yes or No

Test t 18:01 18:01 N/A 18:01 17:09 20:24 Day No

5000 m l 18:22 18:24 N/A 18:24 17:09 20:24 Day No

4500 m l 18:32 18:34 N/A 18:34 17:09 20:24 Day No

4000 m l 18:40 18:42 N/A 18:42 17:09 20:24 Day No

3500 m l 18:49 18:50 N/A 18:50 17:09 20:24 Day No

3000 m l 18:57 18:58 N/A 18:58 17:09 20:24 Day No

2500 m l 19:05 19:06 N/A 19:06 17:09 20:24 Day No

2500 m bis l 19:14 19:16 N/A 19:16 17:09 20:24 Day No

2000 m l 19:23 19:25 N/A 19:25 17:09 20:24 Day No

1500 m l 19:30 19:32 N/A 19:32 17:09 20:24 Day No

1000 m l 19:37 19:39 N/A 19:39 17:09 20:24 Day No

500 m l 19:44 19:46 N/A 19:46 17:09 20:24 Day No

200 m l 19:52 19:54 N/A 19:54 17:09 20:24 Day No

400 m l 19:59 20:01 N/A 20:01 17:09 20:24 Day No

600 m l 20:06 20:08 N/A 20:08 17:09 20:24 Day No

800 m l 20:14 20:15 N/A 20:15 17:09 20:24 Day No

1000 m bis l 20:20 20:22 N/A 20:22 17:09 20:24 Day No

Continuous watch between stations.

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JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

D.6. Deltaport Terminal – 29 May 2013: Effort

Regulatory reference number NOT APPLICABLE Ship/ platform name: Coastal Geoscience

See footnote for descriptions of abbreviations used in columns

Date: 29/05/2013 (dd/mm/yy) Observer’s/operator’s name(s): Heloise Frouin-Mouy

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Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

Time of start of section of watch

(UTC, 24-hr clock)

Time of end of section of watch

(UTC, 24-hr clock)

Underwater acoustic transducer activity

Start position

Latitude and longitude

Depth at start (m)

End position

Latitude and longitude

Depth at end

(m)

Speed of vessel

(knots)

Wind dir′n

Wind force

(B’fort scale)

Sea state

Swell Vis.

Visual watch only

Sun glare

Visual watch only

Precip.

17:09 20:24 f N49 00.0792 W123 13.2814

119.0 N49 00.0792 W123 13.2814

119.0 N/A sw 2 s o g n l

17:09 20:24 f N49 00.2639 W123 13.5509

118.0 N49 00.2017 W123 13.5171

118.0 N/A sw 2 c o g n l

17:09 20:24 f N49 00.3017 W123 12.9885

112.0 N49 00.2476 W123 12.9456

112.0 N/A sw 2 s o g n l

17:09 20:24 f N49 00.2825 W123 12.6057

105.0 N49 00.2264 W123 12.5504

105.0 N/A sw 2 s o g n l

17:09 20:24 f N49 00.2489 W123 12.2110

101.0 N49 00.1999 W123 12.1664

101.0 N/A sw 2 s o g n l

17:09 20:24 f N49 00.2857 W123 11.8275

95.0 N49 00.2440 W123 11.7820

95.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.2849 W123 11.3750

90.0 N49 00.2489 W123 11.3239

90.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.7906 W123 11.2184

53.0 N49 00.7593 W123 11.1866

53.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.2176 W123 11.0011

86.0 N49 00.2365 W123 10.9497

86.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.2585 W123 10.5700

81.0 N49 00.2261 W123 10.5143

81.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.2672 W123 10.1631

74.0 N49 00.2414 W123 10.1025

74.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.2638 W123 09.8011

69.0 N49 00.2448 W123 09.7523

69.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.3802 W123 09.3547

43.6 N49 00.3743 W123 09.3331

43.6 N/A sw 2 s o m n l

17:09 20:24 f N49 00.4758 W123 09.3209

25.0 N49 00.4709 W123 09.3004

25.0 N/A sw 2 s o m n l

17:09 20:24 f N49 00.5796 W123 09.3225

26.0 N49 00.5766 W123 09.3077

26.0 N/A sw 2 s o m n l

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JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

Time of start of section of watch

(UTC, 24-hr clock)

Time of end of section of watch

(UTC, 24-hr clock)

Underwater acoustic transducer activity

Start position

Latitude and longitude

Depth at start (m)

End position

Latitude and longitude

Depth at end

(m)

Speed of vessel

(knots)

Wind dir′n

Wind force

(B’fort scale)

Sea state

Swell Vis.

Visual watch only

Sun glare

Visual watch only

Precip.

17:09 20:24 f N49 00.6856 W123 09.3379

23.3 N49 00.6822 W123 09.3315

23.3 N/A sw 2 s o m n l

17:09 20:24 f N49 00.7942 W123 09.3230

24.0 N49 00.7886 W123 09.3218

24.0 N/A sw 2 s o m n l

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Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

D.7. Deltaport Terminal – 29 May 2013: Sightings 1 Regulatory reference number

NOT APPLICABLE

Ship/platform name

Coastal Geoscience

Sighting number: 1 Acoustic detection number: N/A

Date: 29/05/2013

(dd/mm/yy) Time at start of encounter: 17:18

(UTC, 24-hr clock) Time at end of encounter: 17:19

(UTC, 24-hr clock)

Were animals detected visually and/or acoustically?

☒ Visual

☐ Acoustic

How were the animals first detected?

☒ Visually detected by observer keeping a continuous watch

☐ Visually spotted incidentally by observer or someone else

☐ Acoustically detected by PAM

☐ Visually and acoustically before operators/observers informed

each other

Observer’s/operator’s name:

Heloise Frouin-Mouy Position: N49 00.2745 | W123 09.3277

(latitude and longitude) Water depth

(metres): 57

Species/Species group: Harbour seal Description: Regular adult harbour seal

Total number: 1

Bearing to animal: 338

When first seen or heard; its bearing from true north.

Range to animal: 60 m

When first seen or heard; in metres.

Number of adults: 1

Visual sightings only

Number of juveniles: 0

Visual sightings only

Number of calves: 0

Visual sightings only

Photos taken:

☐ Yes

☒ No Behaviour (visual sightings only): Swimming, travelling, diving

Direction of travel relative to ship Direction of travel (compass points)

☐ Toward ship

☐ Away from ship

☐ Parallel to ship in same direction as

ship

☒ Parallel to opposite direction to ship

☐ Crossing perpendicular ahead of ship

☐ Variable

☐ Milling

☐ Stationary

☐ Other

☐ Unknown

☐ N

☐ NE

☐ E

☐ SE

☒ S

☐ SW

☐ W

☐ NW

☐ Variable

Stationary

☐ Unknown

source activity when animals first detected

☐ Full power

☒ Not transmitting

☐ Soft start

☐ Reduced power*

source activity when animals last detected

☐ Full power

☒ Not transmitting

☐ Soft start

☐ Reduced power*

Time animals entered mitigation/ exclusion zone

(UTC, 24-hr clock)

N/A

Time animals left mitigation/ exclusion zone

(UTC, 24-hr clock)

N/A

Closest distance of animals from airguns or other sources (metres)

N/A

Time of closest approach (UTC, 24-

hr clock)

N/A If seen during soft start give the distances (metres):

First distance:

Closest distance:

Last distance:

What action was taken?

According to requirements of guidelines/regulations in country concerned.

☒ None required

☐ Delay start of firing

☐ Shut-down of active source oft start

☐ Power-down of active source

☐ Power-down then shut-down of active

source

Length of power-down and/or shut-down, if relevant

Length of time until subsequent soft start (minutes)

N/A

Estimated loss of production, if relevant

Due to mitigating actions (km)

N/A

* Other than soft start

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JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

D.8. Deltaport Terminal – 29 May 2013: Sightings 2 Regulatory reference number

NOT APPLICABLE

Ship/platform name

Coastal Geoscience

Sighting number: 2 Acoustic detection number: N/A

Date: 29/05/2013

(dd/mm/yy) Time at start of encounter: 17:27

(UTC, 24-hr clock) Time at end of encounter: 17:28

(UTC, 24-hr clock)

Were animals detected visually and/or acoustically?

☒ Visual

☐ Acoustic

How were the animals first detected?

☒ Visually detected by observer keeping a continuous watch

☐ Visually spotted incidentally by observer or someone else

☐ Acoustically detected by PAM

☐ Visually and acoustically before operators/observers informed

each other

Observer’s/operator’s name:

Heloise Frouin-Mouy Position: N49 00.1022 | W123 09.0966

(latitude and longitude) Water depth

(metres): 57

Species/Species group: Harbour seal Description: Regular adult harbour seal

Total number: 1

Bearing to animal: 226

When first seen or heard; its bearing from true north.

Range to animal: 212 m

When first seen or heard; in metres.

Number of adults: 1

Visual sightings only

Number of juveniles: 0

Visual sightings only

Number of calves: 0

Visual sightings only

Photos taken:

☐ Yes

☒ No Behaviour (visual sightings only): Swimming, travelling, diving

Direction of travel relative to ship Direction of travel (compass points)

☐ Toward ship

☒ Away from ship

☐ Parallel to ship in same direction as

ship

☐ Parallel to opposite direction to ship

☐ Crossing perpendicular ahead of ship

☐ Variable

☐ Milling

☐ Stationary

☐ Other

☐ Unknown

☐ N

☐ NE

☐ E

☐ SE

☐ S

☐ SW

☐ W

☐ NW

☒ Variable

Stationary

☐ Unknown

source activity when animals first detected

☐ Full power

☒ Not transmitting

☐ Soft start

☐ Reduced power*

source activity when animals last detected

☐ Full power

☒ Not transmitting

☐ Soft start

☐ Reduced power*

Time animals entered mitigation/ exclusion zone

(UTC, 24-hr clock)

N/A

Time animals left mitigation/ exclusion zone

(UTC, 24-hr clock)

N/A

Closest distance of animals from airguns or other sources (metres)

N/A

Time of closest approach (UTC, 24-

hr clock)

N/A If seen during soft start give the distances (metres):

First distance:

Closest distance:

Last distance:

What action was taken?

According to requirements of guidelines/regulations in country concerned.

☒ None required

☐ Delay start of firing

☐ Shut-down of active source oft start

☐ Power-down of active source

☐ Power-down then shut-down of active

source

Length of power-down and/or shut-down, if relevant

Length of time until subsequent soft start (minutes)

N/A

Estimated loss of production, if relevant

Due to mitigating actions (km)

N/A

* Other than soft start

Page 145: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

D.9. Haro Strait – 30 May 2013: Cover page Regulatory reference number

NOT APPLICABLE Country: Canada

Location:

Haro Strait

Ship/Platform name:

Coastal Geoscience

Client: Hemmera Environmental Contractor: JASCO Applied Sciences

Start date: (dd/mm/yy)

30/05/2013 End date: (dd/mm/yy)

30/05/2013 Survey type:

☐ Site

☐ 2-D

☐ 3-D

☐ 4-D

☐ OBC

☐ 4C

☐ VSP

☐ WAZ

☐ Piling

☐ Explosives

☒ Other

Number of source vessels: 1

Type of source:

Underwater acoustic transducer

Number of airguns:

NOT APPLICABLE

Source volume: (cu. in)

NOT APPLICABLE

Source depth (metres): 5 Frequency

Range in which peak energy is emitted (Hz)

300–3000

Intensity

Primary peak-to-peak amplitude in dB re. 1 µPa or bar metres)

183 dB re 1 µPa

Shot point interval

(metres)

500

Method of soft start

☐ Increase # of

guns

☒ Increase

frequency (where permitted)

☐ Increase pressure

(where permitted)

☐ Increase number and

frequency

☐ Increase number and

pressure

☐ Other

Visual monitoring equipment used: Binoculars

Magnification of optical equipment:

7

Height of eye above water surface: 1.7

metres

Dedicated MMOs

List names:

Heloise Frouin-Mouy

Method(s) by which animal distance was estimated

☐ By eye

☐ With laser rangefinder

☐ With rangefinder stick/ callipers

☒ With reticle binoculars

☐ By relating to object at known distance

☐ Other

MMO training

☒ JNCC approved MMO training course for UK

waters

☒ PSO training course for the Gulf of Mexico

☐ MMO training course for Irish waters

☐ MMO training course for New Zealand waters

☐ Other

☐ None

Was PAM used? ☐ Yes ☒ No Number of PAM operators NOT APPLICABLE

Description of PAM equipment NOT APPLICABLE

Range of PAM hydrophones from airguns (metres)

NOT APPLICABLE

Bearing of PAM hydrophones from airguns Relative to direction

of travel

NOT APPLICABLE

Depth of PAM hydrophones

(metres)

NOT APPLICABLE

Page 146: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

Reason for transmission: t=test, l=transmission loss study

D.10. Haro Strait – 30 May 2013: Operations

Regulatory reference number NOT APPLICABLE Ship/ platform name: Coastal Geoscience

Put times in UTC using the 24-hr clock

See footnote for descriptions of operation abbreviations used in columns

Date

30/05/2013

Stations

Reason for firing

Time of start of line

Time of end of line

Time of reduced output

If relevant

Time underwater acoustic transducer stopped

Time pre-transmission search began

Time search ended

Was it day or night in period prior to firing?

Was any mitigating action required?

Yes or No

Test1 t 20:23 20:24 N/A 20:24 19:39 22:25 Day No

Test2 t 20:26 20:28 N/A 20:28 19:39 22:25 Day No

2000North t 20:42 20:43 N/A 20:43 19:39 22:25 Day No

2000North l 20:44 20:45 N/A 20:45 19:39 22:25 Day No

1500North t 20:51 20:51 N/A 20:51 19:39 22:25 Day No

1500North t 20:53 20:54 N/A 20:54 19:39 22:25 Day No

1500North t 20:56 20:56 N/A 20:56 19:39 22:25 Day No

1500North l 21:04 21:06 N/A 21:06 19:39 22:25 Day No

500North l 21:21 21:23 N/A 21:23 19:39 22:25 Day No

Continuous watch between stations

Page 147: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

D.11. Haro Strait – 30 May 2013: Effort

Regulatory reference number NOT APPLICABLE Ship/ platform name: Coastal Geoscience

See footnote for descriptions of abbreviations used in columns

Date: 30/05/2013 (dd/mm/yy) Observer’s/operator’s name(s): Heloise Frouin-Mouy

Time of start of section of watch

(UTC, 24-hr clock)

Time of end of section of watch

(UTC, 24-hr clock)

Underwater acoustic transmitter activity

Start position

Latitude and longitude

Depth at start

(m)

End position

Latitude and longitude

Depth at end

(m)

Speed of vessel

(knots)

Wind dir′n

Wind force

(B’fort scale)

Sea state

Swell Vis.

Visual watch only

Sun glare

Visual watch only

Precip.

19:39 22:25 f N48 31.3793 W123 12.3628

211.0 N48 31.3559 W123 12.3619

211.0 N/A se 2 s m g n n

19:39 22:25 f N48 31.2692 W123 12.3494

211.0 N48 31.2115 W123 12.3334

211.0 N/A se 2 s m g n n

19:39 22:25 f N48 31.4291 W123 12.4231

209.0 N48 31.4210 W123 12.4208

209.0 N/A se 2 s m g wb n

19:39 22:25 f N48 31.3648 W123 12.4114

209.0 N48 31.3000 W123 12.3989

209.0 N/A se 2 s m g wb n

19:39 22:25 f N48 31.2216 W123 12.2858

214.0 N48 31.2153 W123 12.2849

214.0 N/A se 2 s o g n n

19:39 22:25 f N48 31.1429 W123 12.2699

214.0 N48 31.1189 W123 12.2645

214.0 N/A se 2 s o g n n

19:39 22:25 f N48 31.0504 W123 12.2506

214.0 N48 31.0353 W123 12.2465

214.0 N/A se 3 s o g n n

19:39 22:25 f N48 31.1948 W123 12.2725

217.0 N48 31.1270 W123 12.2563

217.0 N/A se 3 s o g wf n

19:39 22:25 f N48 30.7046 W123 12.0112

221.0 N48 30.6403 W123 12.0062

221.0 N/A se 3 s o g wf n

Page 148: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

D.12. Haro Strait – 30 May 2013: Sightings Regulatory reference number

NOT APPLICABLE

Ship/platform name

Coastal Geoscience

Sighting number: 1

Acoustic detection number: N/A

Date:

30/05/2013 (dd/mm/yy)

Time at start of encounter: 21:59

(UTC, 24-hr clock) Time at end of encounter: 22:10

(UTC, 24-hr clock)

Were animals detected visually and/or acoustically?

☒ Visual

☐ Acoustic

How were the animals first detected?

☒ Visually detected by observer keeping a continuous watch

☐ Acoustically detected by PAM

☐ Visually and acoustically before operators/observers informed

each other

Observer’s/operator’s name:

Heloise Frouin Position: N48 30.1224 | W123 11.8388

(latitude and longitude) Water depth

(metres): 198

Species/Species group: Killer whale Description: Resident killer whale (male)

Comments: Surrounded by 9 whale watching boats and three more on their way to him.

Total number: 1

Bearing to animal: 110

Range to animal: 1700 m

When first seen or heard; in metres.

Number of adults: 1

Visual sightings only

Number of juveniles:

0

Visual sightings only

Number of calves: 0

Visual sightings only

Photos taken:

☐ Yes

☒ No Behaviour (visual sightings only): Staying in the area

Direction of travel relative to ship Direction of travel (compass points)

☐ Toward ship

☐ Away from ship

☐ Parallel to ship in same direction as

ship

☐ Parallel to opposite direction to ship

☐ Crossing perpendicular ahead of ship

☐ Variable

☐ Milling

☒ Stationary

☐ Other

☐ Unknown

☐ N

☐ NE

☐ E

☐ SE

☐ S

☐ SW

☒ W

☐ NW

☐ Variable

Stationary

Unknown

Airgun or other source activity when animals first detected

☐ Full power

☒ Not transmitting

☐ Soft start

☐ Reduced power*

Airgun or other source activity when animals last detected

☐ Full power

☒ Not transmitting

☐ Soft start

☐ Reduced power*

Time animals entered mitigation/ exclusion zone

(UTC, 24-hr clock)

N/A

Time animals left mitigation/ exclusion zone

(UTC, 24-hr clock)

N/A

If seen during soft start give the distances

(metres):

First distance:

Closest distance:

Last distance:

What action was taken?

According to requirements of guidelines/regulations in country concerned.

☒ None required – but postponed study until killer whales left the area, as requested by client.

☐ Delay start of firing

☐ Shut-down of active source oft start

☐ Power-down of active source

☐ Power-down then shut-down of active

source

Length of power-down and/or shut-down, if relevant

Length of time until subsequent soft start (minutes)

N/A

Estimated loss of production, if relevant

Due to mitigating actions (km)

N/A

* Other than soft start

Page 149: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

D.13. Haro Strait – 6 June 2013: Cover page

The data in this section are from the second transmission loss attempt.

Regulatory reference number

NOT APPLICABLE Country: Canada

Location:

Haro Strait

Ship/Platform name:

Coastal Geoscience

Client: Hemmera Environmental Contractor: JASCO Applied Sciences

Start date: (dd/mm/yy)

06/06/2013 End date: (dd/mm/yy)

06/06/2013 Survey type:

☐ Site

☐ 2-D

☐ 3-D

☐ 4-D

☐ OBC

☐ 4C

☐ VSP

☐ WAZ

☐ Piling

☐ Explosives

☒ Other

Number of source vessels: 1

Type of source:

Underwater acoustic transducer

Number of airguns:

NOT APPLICABLE

Source volume: (cu. in)

NOT APPLICABLE

Source depth (metres): 5 Frequency

Range in which peak energy is emitted (Hz)

300–3000

Intensity

Primary peak-to-peak amplitude in dB re. 1 µPa or bar metres)

183 dB re 1 µPa

Shot point interval

(metres)

500

Method of soft start

☐ Increase # of

guns

☒ Increase

frequency (where permitted)

☐ Increase pressure

(where permitted)

☐ Increase number and

frequency

☐ Increase number and

pressure

☐ Other

Visual monitoring equipment used: Binoculars

Magnification of optical equipment:

7

Height of eye above water surface: 1.7

metres

Dedicated MMOs

List names:

Heloise Frouin-Mouy

Method(s) by which animal distance was estimated

☐ By eye

☐ With laser rangefinder

☐ With rangefinder stick/ callipers

☒ With reticle binoculars

☐ By relating to object at known distance

☐ Other

MMO training

☒ JNCC approved MMO training course for UK

waters

☒ PSO training course for the Gulf of Mexico

☐ MMO training course for Irish waters

☐ MMO training course for New Zealand waters

☐ Other

☐ None

Was PAM used? ☐ Yes ☒ No Number of PAM operators 0

Description of PAM equipment NOT APPLICABLE

Range of PAM hydrophones from airguns (metres)

NOT APPLICABLE

Bearing of PAM hydrophones from airguns Relative to direction

of travel

NOT APPLICABLE

Depth of PAM hydrophones

(metres)

NOT APPLICABLE

Page 150: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

Reason for transmission: t=test, l= transmission loss study

D.14. Haro Strait – 6 June 2013: Operations

Regulatory reference number NOT APPLICABLE Ship/ platform name: Coastal Geoscience

Put times in UTC using the 24-hr clock

See footnote for descriptions of operation abbreviations used in columns

Date

30/05/2013

Stations

Reason for firing

Time of start of line

Time of end of line

Time of reduced output

If relevant

Time underwater acoustic transducer stopped

Time pre-transmission search began

Time search ended

Was it day or night in period prior to firing?

Was any mitigating action required?

Yes or No

Test t 20:33 20:34 N/A 20:34 19:46 22:46 Day No

500West l 20:34 20:36 N/A 20:36 19:46 22:46 Day No

AMAR C l 20:45 20:47 N/A 20:47 19:46 22:46 Day No

500North l 20:50 20:52 N/A 20:52 19:46 22:46 Day No

1000North l 20:57 20:58 N/A 20:58 19:46 22:46 Day No

1500North l 21:03 21:05 N/A 21:05 19:46 22:46 Day No

2000North l 21:08 21:10 N/A 21:10 19:46 22:46 Day No

500South l 21:19 21:21 N/A 21:21 19:46 22:46 Day No

1000South l 21:26 21:28 N/A 21:28 19:46 22:46 Day No

1500South l 21:43 21:45 N/A 21:45 19:46 22:46 Day No

2000South l 21:50 21:52 N/A 21:52 19:46 22:46 Day No

2500South l 21:58 22:00 N/A 22:00 19:46 22:46 Day No

3000South l 22:07 22:09 N/A 22:09 19:46 22:46 Day No

3500South l 22:17 22:19 N/A 22:19 19:46 22:46 Day No

4000South l 22:31 22:33 N/A 22:33 19:46 22:46 Day No

4500South l 22:38 22:40 N/A 22:40 19:46 22:46 Day No

5000South l 22:44 22:46 N/A 22:46 19:46 22:46 Day No

Continuous watch between stations (t=test and l=transmission loss study)

Page 151: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

D.15. Haro Strait – 6 June 2013: Effort

Regulatory reference number NOT APPLICABLE (e.g., DECC no., BOEM permit no., OCS lease no., etc.)

Ship/ platform name: Coastal Geoscience

Record the following for all watches, even if you don′t see any marine mammals.

See footnote for descriptions of abbreviations used in columns

Date: 06/06/2013 (dd/mm/yy) Observer’s/operator’s name(s): Heloise Frouin-Mouy

Page 152: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

JASCO APPLIED SCIENCES Underwater Acoustic Measurements in Haro Strait and Strait of Georgia

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

Time of start of section of watch

(UTC, 24-hr clock)

Time of end of section of watch

(UTC, 24-hr clock)

Underwater acoustic transducer activity

Start position

Latitude and longitude

Depth at start

(m)

End position

Latitude and longitude

Depth at end

(m)

Speed of vessel

(knots)

Wind dir′n

Wind force

(B’fort scale)

Sea state

Swell Vis.

Visual watch only

Sun glare

Visual watch only

Precip.

19:46 22:46 f N48 30.4235 W123 12.2317

202 N48 30.4289 W123 12.2324

202 N/A w 4 s o p n n

19:46 22:46 f N48 30.4364 W123 12.2341

202 N48 30.4793 W123 12.2374

202 N/A w 4 s o p n n

19:46 22:46 f N48 30.4696 W123 11.8131

224 N48 30.5107 W123 11.8222

224 N/A w 4 s o p n n

19:46 22:46 f N48 30.6736 W123 11.9982

220 N48 30.7177 W123 12.0097

220 N/A w 4 s o p n n

19:46 22:46 f N48 30.9533 W123 12.1356

221 N48 30.9998 W123 12.1472

221 N/A w 4 s o p n n

19:46 22:46 f N48 31.1902 W123 12.2773

216 N48 31.2422 W123 12.2897

216 N/A w 5 s o p n n

19:46 22:46 f N48 31.4462 W123 12.4034

191 N48 31.5016 W123 12.4051

191 N/A w 5 s o p wf n

19:46 22:46 f N48 30.1569 W123 11.7181

220 N48 30.1900 W123 11.7500

220 N/A w 5 g o p wf n

19:46 22:46 f N48 29.9237 W123 11.5357

231 N48 29.9645 W123 11.5882

231 N/A w 5 g o p sf n

19:46 22:46 f N48 29.6546 W123 11.3621

234 N48 29.6693 W123 11.4144

234 N/A w 5 g o p sf n

19:46 22:46 f N48 29.4103 W123 11.2637

229 N48 29.3950 W123 11.3578

229 N/A w 5 g o p sf n

19:46 22:46 f N48 29.2101 W123 11.1563

224 N48 29.2379 W123 11.2859

224 N/A w 5 s o p n n

19:46 22:46 f N48 28.9546 W123 10.7635

209 N48 29.0171 W123 10.8868

209 N/A w 5 s o p n n

19:46 22:46 f N48 28.6817 W123 10.7801

206 N48 28.7161 W123 10.8407

206 N/A w 5 s o p n n

19:46 22:46 f N48 28.7161 W123 10.8407

134 N48 28.4390 W123 10.7248

134 N/A w 5 s o p n n

Page 153: ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT · ROBERTS BANK TERMINAL 2 TECHNICAL DATA REPORT Underwater Noise Ship Sound Signature Analysis Study DRAFT Prepared for: Port Metro

Underwater Acoustic Measurements in Haro Strait and Strait of Georgia JASCO APPLIED SCIENCES

Source activity: f=full power; s=soft start; r=reduced power (not soft start); n=not active; v=variable (e.g., tests)

Sea state: g=glassy (like mirror); s=slight (no/ few white caps); c=choppy (many white caps); r=rough (big waves, foam, spray)

Swell: o=low (< 2 m); m=medium (2-4 m); l=large (> 4 m); Visibility: p=poor (< 1 km); m=moderate (1-5 km); g=good (> 5 km)

Sun glare: n=none; wf=weak forward; sf=strong forward; vf=variable forward; wb=weak behind; sb=strong behind; vb=variable behind

Precipitation: n=none; l=light rain; m=moderate rain; h=heavy rain; s=snow

Time of start of section of watch

(UTC, 24-hr clock)

Time of end of section of watch

(UTC, 24-hr clock)

Underwater acoustic transducer activity

Start position

Latitude and longitude

Depth at start

(m)

End position

Latitude and longitude

Depth at end

(m)

Speed of vessel

(knots)

Wind dir′n

Wind force

(B’fort scale)

Sea state

Swell Vis.

Visual watch only

Sun glare

Visual watch only

Precip.

19:46 22:46 f N48 28.4401 W123 10.7177

65.7 N48 28.1818 W123 10.5307

65.7 N/A w 5 s o p n n

19:46 22:46 f N48 28.1680 W123 10.4874

101 N48 27.9406 W123 10.4236

101 N/A w 5 s o p wf n


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