Underwater acoustics — Measurement of radiated underwater sound from percussive pile driving

ISO 18407:2017 describes the methodologies, procedures, and measurement systems to be used for the measurement of the radiated underwater acoustic sound generated during pile driving using percussive blows with a hammer. A major motivation for undertaking measurements of the sound radiated during percussive pile driving is as part of an assessment of impact on aquatic fauna required by regulatory frameworks. This document describes a generic approach to measurements that can be applied to different regulatory requirements. ISO 18407:2017 is suitable for measurement of percussive pile driving undertaken for offshore installation of foundations (monopiles, jackets, tripods, etc.) used in construction of offshore wind farms, oil and gas platforms, and other inshore structures such as bridge foundations and aquatic renewable energy devices. This document does not cover measurement of the sound radiated by vibro-piling or sheet piling. This document does not cover piling in water of depth less than 4 m or greater than 100 m. The procedures described herein provide guidance on making measurements to satisfy the following objectives: - to monitor source output during piling, for example, for regulatory purposes; - to provide consistency in comparison of piling noise from different construction projects; - for validation of modelling or predictions. ISO 18407:2017 covers only the measurement of the sound field radiated during percussive pile driving. The scope of this document does not include the assessment of exposure metrics, or the use of exposure criteria. No attempt is made to prescribe a methodology for generating maps of the acoustic field in the vicinity of the source. In the normative part of this document, requirements and procedures are described for measurement of the sound field at specific ranges from the pile being driven. In this part of the document, no procedure is provided for determination of an acoustic output metric that is independent of the propagation path between source and receiver (such as a source level). Ideally, such a metric would have some predictive utility (for example, in calculating noise impact zones and noise maps). However, some information on the determination of a possible acoustic output metric is provided in Annex A. ISO 18407:2017 covers only the measurement of sound pressure in the water column. The scope does not include measurement of sound particle velocity in the water column due to the propagating sound wave, or seabed vibration caused by waves propagating across the sea-floor. This exclusion does not imply that such measures are unimportant; indeed, their importance in assessing the impact on aquatic life is recognized. However, at the time of drafting, measurement of these quantities is not yet mature enough for standardization.

Acoustique sous-marine — Mesurage du son sous-marin émis lors de l'enfoncement de pieux marins

General Information

Status
Published
Publication Date
24-Apr-2017
Current Stage
9093 - International Standard confirmed
Start Date
07-Nov-2022
Completion Date
13-Dec-2025
Ref Project
Standard
ISO 18406:2017 - Underwater acoustics -- Measurement of radiated underwater sound from percussive pile driving
English language
33 pages
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Standards Content (Sample)


INTERNATIONAL ISO
STANDARD 18406
First edition
2017-04
Underwater acoustics — Measurement
of radiated underwater sound from
percussive pile driving
Acoustique sous-marine — Mesurage du son sous-marin émis lors de
l’enfoncement de pieux marins
Reference number
©
ISO 2017
© ISO 2017, Published in Switzerland
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form
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ii © ISO 2017 – All rights reserved

Contents Page
Foreword .v
Introduction .vi
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 2
4 Instrumentation . 5
4.1 General . 5
4.2 Performance of the measuring system . 5
4.2.1 Sensitivity . . . 5
4.2.2 Frequency range and sampling rate . 6
4.2.3 Directivity . 7
4.2.4 Signal-to-noise ratio requirements . 7
4.2.5 System self-noise . 7
4.2.6 Dynamic range . 7
4.3 Calibration . 8
4.3.1 Full system calibration . . 8
4.3.2 Field calibration checks . 9
4.4 Data storage . 9
4.4.1 Data quality . 9
4.4.2 Auxiliary calibration data . 9
4.4.3 Longevity . 9
5 Deployment for measurement . 9
5.1 Deployment methodology . 9
5.1.1 General. 9
5.1.2 Vessel based deployments . 9
5.1.3 Static deployments (moored systems) .10
5.1.4 Drifting systems .11
5.2 Hydrophone deployment .11
5.2.1 Hydrophone deployment depth in offshore waters .11
5.2.2 Hydrophone deployment depth in inshore waters .11
5.2.3 Number of hydrophones .11
5.3 Minimization of platform-related deployment self-noise.12
5.3.1 General.12
5.3.2 Flow noise .12
5.3.3 Cable strum.12
5.3.4 Surface heave .12
5.3.5 Vessel noise.13
5.3.6 Mechanical noise.13
5.3.7 Electrical noise .13
6 Acoustic measurement configuration .14
6.1 Spatial sampling (choosing measurement locations) .14
6.1.1 Criteria for measurement locations .14
6.1.2 Recommended locations for offshore measurements .14
6.1.3 Recommended locations for inshore measurements .15
6.1.4 Measurements of background noise for the purposes of SNR determination.16
6.1.5 Measurements of piles driven at a slant angle to the seabed .16
6.2 Temporal sampling — Measurement duration .16
6.3 Distance measurement .16
6.4 Data processing and calculation of acoustic metrics .17
6.4.1 Data processing steps .17
6.4.2 Acoustic metrics to be calculated .18
7 Measurement uncertainty .21
7.1 General .21
7.2 Sources of uncertainty .22
7.2.1 Uncertainty in the calibration of instrumentation .22
7.2.2 Uncertainty in the position of source and receiver .22
7.2.3 Spurious signals introduced by the deployment . .22
7.3 Evaluating uncertainty .22
8 Reporting of results .22
8.1 Auxiliary data and metadata .22
8.1.1 General .22
8.1.2 Mandatory .23
8.1.3 Optional .23
8.2 Pile characteristics .23
8.3 Deployment configuration .24
8.3.1 Mandatory .24
8.3.2 Optional .24
8.4 Reporting of measurement results .25
8.4.1 Mandatory .25
8.4.2 Optional .25
Annex A (informative) Consideration of source output metrics .27
Annex B (informative) Guidance on the use of hydrophones .29
Bibliography .31
iv © ISO 2017 – All rights reserved

Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out
through ISO technical committees. Each member body interested in a subject for which a technical
committee has been established has the right to be represented on that committee. International
organizations, governmental and non-governmental, in liaison with ISO, also take part in the work.
ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of
electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are
described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the
different types of ISO documents should be noted. This document was drafted in accordance with the
editorial rules of the ISO/IEC Directives, Part 2 (see www .iso .org/ directives).
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of
any patent rights identified during the development of the document will be in the Introduction and/or
on the ISO list of patent declarations received (see www .iso .org/ patents).
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constitute an endorsement.
For an explanation on the voluntary nature of standards, the meaning of ISO specific terms and
expressions related to conformity assessment, as well as information about ISO’s adherence to the
World Trade Organization (WTO) principles in the Technical Barriers to Trade (TBT) see the following
URL: w w w . i s o .org/ iso/ foreword .html.
This document was prepared by Technical Committee ISO/TC 43, Acoustics, Subcommittee SC 3,
Underwater acoustics.
Introduction
This document was written to provide a standardized measurement method for the measurement of
the radiated underwater sound during percussive pile driving.
Sound is often an unintended by-product of man-made activities, and the increasing number of sound-
producing human activities in oceans, seas, lakes, rivers and harbours have led to concern over noise
pollution from unwanted sound and its potential effect on aquatic life. In some countries, there is
already incipient regulation with regard to the impact of the radiated underwater sound, requiring
acoustic monitoring for environmental impact assessment during construction projects.
Percussive pile driving can be a significant source of low-frequency impulsive underwater sound.
During the process, a pile is driven into the seabed (or river-bed, etc.) using a hammer, which is typically
driven hydraulically. Such a technique is commonly used to position piles in shallow water construction
applications. Examples of such applications include the following:
— construction of offshore wind farms;
— construction and mooring of platforms for the offshore oil and gas industry;
— construction of bridge supports and foundations in rivers, estuaries, harbours and quays (and close
proximity to them);
— mooring and positioning of aquatic renewable energy devices.
In the scientific literature, a number of attempts to measure the water-borne noise levels have been
[1]-[13]
reported . Often, these are difficult to compare because different acoustic metrics are used, and
[14]-[16]
this has led to guidance being provided to address the need within individual countries . The
measurement of piling noise is made difficult by a number of factors.
— The source extends from the water surface to the seabed (or river-bed, etc.), generating sound waves
in water, air and seabed, and vibrating the seabed surface.
— The environment is often shallow water which gives rise to substantial reverberation, and
bathymetric features and seabed (or river-bed, etc.) interaction can strongly influence the
propagation of the sound.
Often, simple assumptions about equivalent point sources have been used in measurements and for
propagation modelling without sufficient validation. Progress with modelling the source has been
[17]-[22]
reported in the scientific literature, but a complete understanding has not yet been achieved .
The aim of this document is to provide procedures and methodologies for measurement of sound
radiation into the water, and recommend acoustic metrics to describe the sound field. The assessment
of impact of the radiated sound on marine life is not part of the scope of this document.
vi © ISO 2017 – All rights reserved

INTERNATIONAL STANDARD ISO 18406:2017(E)
Underwater acoustics — Measurement of radiated
underwater sound from percussive pile driving
1 Scope
This document describes the methodologies, procedures, and measurement systems to be used for the
measurement of the radiated underwater acoustic sound generated during pile driving using percussive
blows with a hammer.
A major motivation for undertaking measurements of the sound radiated during percussive pile
driving is as part of an assessment of impact on aquatic fauna required by regulatory frameworks. This
document describes a generic approach to measurements that can be applied to different regulatory
requirements.
This document is suitable for measurement of percussive pile driving undertaken for offshore
installation of foundations (monopiles, jackets, tripods, etc.) used in construction of offshore wind
farms, oil and gas platforms, and other inshore structures such as bridge foundations and aquatic
renewable energy devices. This document does not cover measurement of the sound radiated by vibro-
piling or sheet piling. This document does not cover piling in water of depth less than 4 m or greater
than 100 m.
The procedures described herein provide guidance on making measurements to satisfy the following
objectives:
— to monitor source output during piling, for example, for regulatory purposes;
— to provide consistency in comparison of piling noise from different construction projects;
— for validation of modelling or predictions.
This document covers only the measurement of the sound field radiated during percussive pile driving.
The scope of this document does not include the assessment of exposure metrics, or the use of exposure
criteria. No attempt is made to prescribe a methodology for generating maps of the acoustic field in the
vicinity of the source.
In the normative part of this document, requirements and procedures are described for measurement of
the sound field at specific ranges from the pile being driven. In this part of the document, no procedure
is provided for determination of an acoustic output metric that is independent of the propagation path
between source and receiver (such as a source level). Ideally, such a metric would have some predictive
utility (for example, in calculating noise impact zones and noise maps). However, some information on
the determination of a possible acoustic output metric is provided in Annex A.
This document covers only the measurement of sound pressure in the water column. The scope does
not include measurement of sound particle velocity in the water column due to the propagating sound
wave, or seabed vibration caused by waves propagating across the sea-floor. This exclusion does not
imply that such measures are unimportant; indeed, their importance in assessing the impact on aquatic
life is recognized. However, at the time of drafting, measurement of these quantities is not yet mature
enough for standardization.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
ISO 18405, Underwater acoustics — Terminology
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 18405 (especially: sound
pressure, sound pressure level, mean-square sound pressure level, sound exposure, sound exposure
level, peak sound pressure, peak sound pressure level) and the following apply.
NOTE Although the definitions of sound exposure and sound exposure level are taken from ISO 18405,
specific nomenclature is used in this document for sound exposure level calculated over the duration of one
acoustic pulse, and over the duration of multiple acoustic pulses; this nomenclature is described in 3.2.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— IEC Electropedia: available at http:// www .electropedia .org/
— ISO Online browsing platform: available at http:// www .iso .org/ obp
3.1
pulse duration
percentage energy signal duration over the acoustic pulse
Note 1 to entry: The percentage energy signal duration is defined in ISO 18405.
Note 2 to entry: The energy percentage over which the pulse duration has been calculated should be stated with
the result. For the purposes of this document, the energy percentage for the pulse duration is 90 %.
Note 3 to entry: In general, in shallow water, the acoustic pulse includes multiple arrivals of the outgoing
acoustic waves, including multi-path signal arrivals from surface and seabed. In reverberant environments such
as harbours, where sound waves may be reflected by boundaries such as harbour walls, it may be difficult to
identify individual outgoing acoustic pulses.
3.2
sound exposure level
SEL
level of the sound exposure, for a specified reference value
Note 1 to entry: The sound exposure level is as defined in ISO 18405.
Note 2 to entry: The sound exposure level for an individual acoustic pulse (corresponding to a single hammer
strike) is calculated over the pulse duration on the basis of 100 % of the pulse energy. For the purposes of this
document, this is termed the single strike sound exposure level (abbreviated as SEL ). It is recognized that in the
ss
scientific literature, this parameter is sometimes called the single pulse sound exposure level.
Note 3 to entry: The sound exposure level over a defined period of time, which includes multiple acoustic pulses,
is, for the purposes of this document, termed the cumulative sound exposure level (abbreviated as SEL ). When
cum
reporting the cumulative sound exposure level, the number of pulses and the time duration over which the
cumulative sound exposure level has been calculated are stated.
Note 4 to entry: In the acoustic near field, sound exposure is not related to the sound intensity or energy in the
straightforward manner that applies for the acoustic far field. Therefore, care should be taken when interpreting
measurements of SEL made in the acoustic near field.
3.3
pulse repetition frequency
pulse repetition rate
number of hammer strikes per unit time
Note 1 to entry: Typically stated as the number of strikes (or acoustic pulses) per second.
Note 2 to entry: It is common for the pulse repetition frequency to be less than 1 per second.
2 © ISO 2017 – All rights reserved

3.4
background noise
all sound recorded by the hydrophone in the absence of the pile driving signal for a specified pile driving
acoustic signal being measured
3.5
measurement system
data acquisition system consisting of, but not limited to, one or more hydrophone(s), conditioning
preamplifier(s), analogue-to-digital converter(s), computer and ancillary peripherals
3.6
frequency range
span from the lowest frequency to the highest frequency over which the measurement system is able to
measure, for a given uncertainty
Note 1 to entry: The frequency range is expressed as the lowest frequency to the highest frequency.
3.7
dynamic range
amplitude range over which a measurement system is able to measure, for a given tolerance of
distortion, expressed as a range from the lowest to the highest amplitude
Note 1 to entry: Dynamic range can also be expressed in decibels representing the difference between the level of
the noise floor created by the system self-noise and the maximum level which can be measured with a specified
maximum allowable distortion. It can be expressed for a single frequency or at a range of frequencies.
3.8
field calibration
method of using known inputs, possibly using physical stimuli (such as a known and calibrated/traceable
acoustic or vibration source) or electrical input (charge or voltage signal injection) at the input (or other
stage) of a measurement system in order to ascertain that the system is, in fact, responding properly
(i.e. within the system’s stated uncertainty) to the known stimulus
[23]
[SOURCE: ISO 17208-1:2016, 3.9]
3.9
measurement uncertainty
estimate of the range (or dispersion) of values within which the true value is considered to lie to a
specified degree of confidence (for example, for a confidence level of 95 %)
[SOURCE: ISO/IEC Guide 98-3:2008]
3.10
hydrophone
underwater sound transducer that provides an electrical signal in response to fluctuations in pressure,
and is designed to respond to the pressure of a sound wave
Note 1 to entry: If the electrical signal is proportional to the incident sound pressure, the hydrophone is said to
have a linear response.
3.11
hammer energy
kinetic energy of the hammer used for the pile driving for a specific blow
Note 1 to entry: This is equal to the kinetic energy with which the hammer mass strikes the pile.
Note 2 to entry: The hammer energy is expressed in kJ.
3.12
pile dimensions
dimensions of the pile in terms of the overall length, diameter and wall thickness (if hollow)
3.13
offshore
marine area, including coastal areas, regional seas and continental shelf, but excluding harbours,
coastal inlets, inland waterways, river estuaries, and rivers
3.14
inshore
marine or aquatic region, including harbours, coastal inlets, inland waterways, river estuaries, and
rivers, but excluding regional seas, continental shelf and coastal areas
3.15
equivalent bandwidth noise pressure
p
w
ratio of the root-mean-square noise voltage at a specified central frequency in the relevant frequency
band present at the electrical terminals of the hydrophone, in the absence of pressure fluctuations at the
hydrophone input, to its free-field open-circuit hydrophone voltage sensitivity at a specified frequency
Note 1 to entry: Equivalent bandwidth noise pressure is expressed in pascals, Pa.
[24]
[SOURCE: IEC 60500:—]
3.16
equivalent bandwidth noise pressure level
ten times the logarithm to the base 10 of the ratio of the square of the value of equivalent bandwidth
noise pressure, p , of a hydrophone to the square of a reference pressure, p , in decibels
w 0
Note 1 to entry: Equivalent bandwidth noise pressure level is expressed in decibels, dB.
Note 2 to entry: The value of the reference pressure, p , is 1 μPa.
[24]
[SOURCE: IEC 60500:—]
3.17
signal-to-noise ratio
ratio of the mean-square broadband signal voltage after all processing to the mean-square broadband
noise voltage after all processing
Note 1 to entry: The noise voltage is the voltage caused by non-acoustic noise and background noise.
Note 2 to entry: The time duration for the mean-square operation on the signal voltage and the background noise
voltage shall be the same. This averaging time is specified with the value of signal-to-noise ratio.
Note 3 to entry: As a broadband quantity, the signal-to-noise ratio is evaluated over a specified frequency band.
This may be the entire range of interest, which for this document is a minimum of 20 Hz to 20 kHz, or a specific
frequency band such as a third-octave band. The applicable frequency band is stated with the value of the signal-
to-noise ratio.
Note 4 to entry: The signal-to-noise may be expressed as a level difference in decibels.
3.18
system sensitivity
quotient of the root-mean-square open-circuit voltage at a specified point in the measurement system
(usually the electrical output terminals) to the incident root-mean-square sound pressure that would
be present at the position of the reference centre of the hydrophone in the undisturbed free field if the
hydrophone was removed for specified frequency and specified direction of plane wave sound
Note 1 to entry: The system sensitivity is defined here for an acoustic measurement system designed to measure
sound pressure signals in water. The measurement system will typically consist of hydrophone(s) connected to
amplifier(s) and filter(s), and will feed an output voltage into a digital acquisition and storage system. Note that
the response of the hydrophone(s), amplifier(s) and filter(s) will in general vary with acoustic frequency.
4 © ISO 2017 – All rights reserved

Note 2 to entry: The system sensitivity is defined here as an acoustic free-field sensitivity using the free-field
sensitivity of the hydrophone. If the hydrophone is physically attached to the body of an acoustic recorder (rather
than deployed on an extension cable), diffraction and scattering of sound by the recorder body may affect the
free-field sensitivity at kilohertz frequencies, causing enhanced directivity compared to the response of the free
hydrophone.
Note 3 to entry: The system sensitivity is described in terms of the electrical voltage developed per pascal of
acoustic pressure, and is stated in units of V/Pa. The sensitivity level is sometimes expressed in decibels as dB re
1 V/μPa. The system sensitivity accounts for the response of the hydrophone(s), gain of amplifiers, and insertion
loss of filters within the system.
Note 4 to entry: For digital systems, where the system records the sound as a digital waveform (rather than
providing an analogue voltage output), the calibration of the digitiser (analogue to digital converter) may be
incorporated into the overall sensitivity of the whole system including the digitizer. This may be termed the
-1
digital system sensitivity, which is the number of digital counts per unit change in sound pressure (unit Pa ).
Note 5 to entry: In general, the measuring system may introduce a phase delay into the measured signal. This
may be accounted for by representing the system sensitivity as a complex valued quantity, the modulus of which
represents the magnitude-only response (and is described by the definition above), and the phase of which
describes the phase response of the system. Note that the complex-valued system sensitivity will in general vary
with acoustic frequency.
[24]
[SOURCE: IEC 60500:—]
4 Instrumentation
4.1 General
This clause deals with the choice of measuring instrumentation and the key performance specifications,
system calibration, and data quality assurance.
The measuring system generally consists of the following instruments:
— hydrophone(s);
— amplifier(s) and signal conditioning equipment;
— digitization and storage equipment.
The amplifier can be a separate element in the system with an adjustable gain, or may be an integral
part of the hydrophone with no possibility for gain adjustment. Digitization is provided by an analogue
to digital converter (ADC) and the electronic storage is typically provided by a computer hard drive or
flash drive memory.
The measuring system may consist of individual components, as listed above, or an integrated system
forming part of an autonomous recorder that provides a self-contained recording system.
4.2 Performance of the measuring system
4.2.1 Sensitivity
The sensitivity of the measuring system should be chosen to be an appropriate value for the amplitude
of the sound being measured. The aim in the choice of the system sensitivity is to
— avoid poor signal-to-noise ratio for low amplitude signals, and
— avoid nonlinearity, clipping and system saturation for high amplitude signals.
NOTE 1 It is the latter of these two criteria that is most important for measurement of percussive pile driving
because it is a high amplitude source, and distortion of the measured signal will render the results of no value.
To build in some flexibility, it is preferable to have some selectable gain in the amplification stages, or in the
settings of the ADC. These can then be set to appropriate values once the sound levels are known after some
initial measurements. However, note that for autonomous recorders and hydrophones which have integral
preamplifiers, the gain cannot usually be modified after deployment.
NOTE 2 If measurements of background noise are necessary then it might not be appropriate to use the
same hydrophone or gain setting for the background noise measurements as those used for the measurement
of the noise radiated from the pile-driving. For measurement of background noise, a hydrophone with low-noise
performance and high sensitivity is generally preferred.
NOTE 3 The sensitivity is described in terms of the electrical voltage developed per pascal of acoustic
pressure, and is stated in units of V/Pa. The sensitivity level is often expressed in decibels as dB re 1 V/μPa.
Where the system records the sound as a digital waveform (rather than providing an analogue voltage), the
sensitivity is expressed in digital counts per pascal. Note that the range of numerical values produced by an ADC
relate to the number of bits used in the conversion, the full voltage range allowed for the analogue signal being
N
represented by values covering a range equal to 2 where N is the number of bits of the ADC. For example, a 16
bit ADC represents the full scale voltage range with 2 values (e.g. -32 768 to +32 767), which is equivalent to a
dynamic range of approximately 96 dB.
NOTE 4 Note also that if extra cable is added to a hydrophone which does not have an integral preamplifier,
this will reduce the overall sensitivity for the hydrophone due to the extra electrical loading caused by the
capacitance of the extension cable. Either the hydrophone is calibrated with the extension cable connected, or
the effect of the electrical loading is calculated. See Annex B for details. For hydrophones that have an integral
preamplifier within the hydrophone body, adding extension cable will not affect the sensitivity.
4.2.2 Frequency range and sampling rate
The frequency response of the measuring system shall extend to a high enough frequency to faithfully
record all frequency components of interest within the measured signals. This requires that the
hydrophone, and any amplifier and filter, be sufficiently broadband.
For the measurement of percussive pile driving, at minimum the system frequency range shall extend
from no more than 20 Hz to no less than 20 kHz.
NOTE 1 In general, when selecting a suitable minimum frequency range for the measurements, consideration
of the hearing abilities of the relevant receptors is given on a case by case basis. However, note that measurements
at acoustic frequencies of less than 20 Hz are difficult in very shallow water where low frequency waves do not
propagate. In addition, at such low acoustic frequencies, contaminating signals due to artefacts such as flow
noise and cable strum become more prevalent (see 5.3).
NOTE 2 The requirement for unambiguous representation of the signals within the desired frequency range
requires the sampling rate, f , of the ADC within the recording system to be greater than the Nyquist rate of the
s
signal which is input to the ADC. Where the measured data are to be represented in one-third octave bands,
the maximum frequency of interest will be the upper limit of the maximum one-third octave frequency band of
interest.
NOTE 3 It is desirable that the system sensitivity be invariant with frequency over the frequency range of
interest (i.e. that it possess a “flat response”), to within a tolerance of 2 dB. Note that it is possible to correct for
the variation in the sensitivity with frequency with better accuracy than the above tolerance if the hydrophone
and measuring system is calibrated over the full frequency range of interest.
NOTE 4 The one-third octave bands are calculated using either base-10 or base-2, and the choice is stated
when presenting the results. The two calculation methods will give slightly different results, and base-10 is the
preferred method (IEC 61260-1). (Note that the base-10 representation of a one-third octave band is referred to
as a “decidecade” in ISO 18405).
6 © ISO 2017 – All rights reserved

4.2.3 Directivity
The hydrophone used shall have an omnidirectional response such that its sensitivity is invariant with
the direction of the incoming sound wave to within a tolerance of 2 dB over the frequency range of
interest.
NOTE 1 This requirement is not difficult to satisfy at frequencies up to 20 kHz. However, one issue that can
cause enhanced directionality is where the hydrophone is deployed close to another structure that is capable of
reflecting the sound waves. The combination of the direct and reflected waves causes interference, the nature
of which will change depending on the arrival angle for the sound wave. This effect can be evident at kilohertz
frequencies if the hydrophone is deployed close to a support structure such as a heavy mooring or support, or
a recorder case that houses electronics and batteries but is mostly air-filled. Similarly, if the hydrophone has a
guard deployed around it (a protective cage to prevent damage of the element by impacts), this can influence
the directivity at kilohertz frequencies. If necessary, the above effects can be quantified by directional response
measurements of the hydrophone together with the mounting, in a free-field environment.
4.2.4 Signal-to-noise ratio requirements
A signal-to-noise ratio of at least 10 dB (expressed as a level difference) shall be required for
measurements.
NOTE 1 When considering signal-to-noise ratio, all contributions to noise are relevant. These include system
self-noise (4.2.5) and platform-related deployment noise (5.3.1) as well as background noise (3.4).
NOTE 2 For measurements of percussive pile driving where high amplitude signals are commonplace, this
criterion is only likely to be challenging at significant range from the source (tens of kilometres).
4.2.5 System self-noise
To achieve acceptable signal-to-noise ratio when measuring acoustic signals, the system self-noise
(expressed as the equivalent bandwidth noise pressure level) shall be at least 10 dB below the lowest
signal level (expressed as the mean-square signal voltage after all processing) to be measured in the
frequency band of interest.
NOTE 1 In the context considered here, the system self-noise is considered to be the noise originating from
the hydrophone and recording system (for considerations of deployment and platform noise, see 5.3). The system
self-noise is the noise generated by the system in the absence of any signal due to an external acoustic stimulus.
This noise is electrical in nature and is generated by the hydrophone itself and any electronic components such as
amplifiers and ADCs. This is normally expressed as an equivalent bandwidth noise pressure level. With a typical
recording system, it is possible for the spectral density of the equivalent bandwidth noise pressure to approach
the Knudsen sea-state zero levels (which include distant shipping noise) at 63 Hz and 125 Hz, the values for which
2 2 [25]
are approximately 64 dB re 1 μPa /Hz and 59 dB re 1 μPa /Hz respectively .
NOTE 2 For good quality measurements of background noise, a measuring system with sufficiently low self-
noise is used. It might not be appropriate to use the same hydrophone for the background noise measurements
as that used for the measurement of the sound radiated from the pile-driving. For measurement of background
noise, a hydrophone with low-noise performance and high sensitivity is generally required. For a system designed
to measure very low sound levels, a maximum system self-noise of 47 dB re 1 μPa /Hz at 63 Hz and 43 dB re 1
2 [25]
μPa /Hz at 125 Hz is preferred .
4.2.6 Dynamic range
The system dynamic range shall be chosen to be sufficient to enable the highest expected sound
pressure, at the measurement position, to be recorded faithfully without distortion or saturation
caused by the hydrophone, amplifier, and ADC.
NOTE 1 The dynamic range of the measuring system is the amplitude range over which the system can
faithfully measure the sound pressure. This ranges from the noise floor of the system (which defines the lowest
measurable signal) to the highest amplitude of signal that can be measured without significant distortion.
NOTE 2 High amplitude sounds which are beyond the maximum capability of the measuring system will cause
distortions in the measured data. For example, clipping can occur where the peaks of the signal are missing from
the data (the peaks being truncated at the full-scale value of the system ADC). The measuring system is required
to be linear over the full dynamic range, requiring that the system sensitivity is constant over the full range of
measurable sound pressure. Systems with dynamic ranges of in excess of 60 dB are preferred for measurement
of pile driving noise. For some systems, when approaching the high amplitude limit, the response might no longer
be linear due to limits in the performance of components such as amplifiers. Therefore, it is advisable that a
measurement system is not used close to the limit of its dynamic range unless the linearity has been checked.
NOTE 3 A metho
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