PART 2 – TEST AND PERFORMANCE SPECIFICATIONS FOR APPROVAL OF BALLAST WATER MANAGEMENT SYSTEMS
The Administration decides the sequence of land-based and shipboard testing. The BWMS
used for testing must be verified by the Administration to be the same as the BWMS
described under Part 1 of the annex with major components as described in paragraphs
1.3.1.3 and 1.3.1.4.
2.1 Quality Assurance and Quality Control Procedures
2.1.1 The testing facility should demonstrate its competency in conducting valid type
approval tests in two ways: (1) have implemented a rigorous quality control/quality
assurance program, approved, certified and audited by an independent accreditation
body, or to the satisfaction of the Administration, and (2) be able to demonstrate
its ability to conduct valid test cycles with appropriate challenge water, sample
collection, sample analysis, and method detection limits. It is the responsibility
of the Administration, or its authorized delegate, to determine the acceptability of
the test facility.
2.1.2 The test facility's quality control/quality assurance program
should consist of:
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.1 a Quality Management Plan (QMP), which addresses the quality control
management structure and policies of the testing body (including
subcontractors and outside laboratories);
-
.2 a Quality Assurance Project Plan (QAPP), which defines the methods,
procedures, and quality assurance and quality control (QA/QC) protocols
used by the test facility for testing BWMS in general. It identifies the
test team members, and it includes all relevant standard operating
procedures (SOPs), typically as appendices; and
-
.3 a Test/Quality Assurance Plan (TQAP), that provides specific details
for conducting a test of a given BWMS at a given site and time. The TQAP
includes detailed plans for commissioning the BWMS, the experimental
plan, decommissioning, and reporting the results. The TQAP identifies
all organizations involved in the test and includes the BWMS vendor's
documentation and performance claims. The TQAP also identifies the data
to be recorded, operational and challenge parameters that define a valid
test cycle, data analyses to be presented in the verification report,
and a schedule for testing. Appropriate statistical distributions should
be considered and used to analyse data.
2.1.3 The testing facility performing the BWMS tests should be independent. It should
not be owned or affiliated with the manufacturer or vendor of any BWMS, by the
manufacturer or supplier of the major components of that equipment.
2.2 Avoiding sampling bias
The sampling protocol must ensure organism mortality is minimized, e.g. by using
appropriate valves and flow rates for flow control in the sampling facility,
submerging nets during sampling collection, using appropriate sampling duration and
handling times, and appropriate concentrating methodology. All methods should be
validated to the satisfaction of the Administration.
2.3 Shipboard tests
2.3.1 A shipboard test cycle includes:
-
.1 the uptake of ballast water of the ship;
-
.2 treatment of the ballast water in accordance with paragraph 2.3.3.4 by
the BWMS;
-
.3 the storage of ballast water on the ship during a voyage; and
-
.4 the discharge of ballast water from the ship.
2.3.2 Shipboard testing of BWMS should be conducted by the test facility,
independent of the BWMS manufacturer, with the system being operated and maintained
by the ships' crew as per the operational manual.
Success criteria for shipboard testing
2.3.3 In evaluating the performance of BWMS installation(s) on a ship or ships, the
following information and results should be supplied to the satisfaction of the
Administration:
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.1 test plan to be provided prior to testing;
-
.2 documentation that an inline BWMS is of a capacity to reflect the flow
rate of the ballast water pump for the full rated capacity range of the
BWMS;
-
.3 documentation that an in-tank BWMS is of a capacity to reflect the
ballast water volume that it is intended to treat within a specified
period of time;
-
.4 the amount of ballast water tested in the test cycle on board should
be consistent with the normal ballast operations of the ship and the
BWMS should be operated at the treatment rated capacity for which it is
intended to be approved;
-
.5 documentation showing that the discharge of each valid test cycle was
in compliance with regulation D-2;
-
.6 for a test to be valid, the uptake water for the ballast water to be
treated should contain a density of viable organisms exceeding 10 times
the maximum permitted values in regulation D-2.1;
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.7 sampling regime and volumes for analysis:
-
.1 for the enumeration of viable organisms greater than or equal
to 50 micrometres or more in minimum dimension:
-
.1 influent water should be collected over the duration
of uptake as one, time-integrated sample. The sample
should be collected as a single, continuous sample or a
composite of sequential samples, e.g. collected at
intervals during the beginning, middle and end of the
operation. The total sample volume should be at least
one cubic metre. If smaller volume is validated to
ensure representative sampling of organisms, it may be
used;
-
.2 treated discharged water should be collected as one
time-integrated sample over the duration of discharge
from the tank(s). The sample may be collected as a
single, continuous sample or a composite of sequential
samples, e.g. collected throughout the beginning, middle
and end the operation. The total sample volume should be
at least three cubic metres;
-
.3 if samples are concentrated for enumeration, the
organisms should be concentrated using a mesh with holes
no greater than 50 micrometres in the diagonal
dimension. Only organisms greater than 50 micrometres in
minimum dimension should be enumerated; and
-
.4 the full volume of the sample should be analysed
unless the total number of organisms is high, e.g. 100.
In this case, the average density may be extrapolated
based on a well-mixed subsample using a validated
method.
-
.2 for the enumeration of viable organisms greater than or equal
to 10 micrometres and less than 50 micrometres in minimum
dimension:
-
.1 influent water should be collected over the duration
of uptake as one, time-integrated sample. The sample
should be collected as a single, continuous sample or a
composite of sequential samples, e.g. collected at
intervals during the beginning, middle and end of the
operation. A sample of at least 10 litres should be
collected, and a fraction may be subsampled for
transport to the laboratory, provided it is
representative of the sample and is a minimum of 1
litre. A minimum of three, 1-millilitre sub-samples
should be analysed in full to enumerate organisms;
-
.2 treated discharged water should be collected as one
time-integrated sample over the duration of discharge
from the tank(s). The sample may be collected as a
single, continuous sample or a composite of sequential
samples, e.g. collected throughout the beginning, middle
and end the operation. A sample of at least 10 litres
should be collected, and a fraction may be subsampled
for transport to the laboratory, provided it is
representative of the sample and is a minimum of 1
litre. A minimum of six, 1-millilitre sub-samples should
be analysed in full to enumerate organisms;
-
.3 the sample may not be concentrated for analysis unless
the procedure is validated. Only organisms greater than
10 micrometres and less than 50 micrometres in minimum
dimension should be enumerated; and
-
.4 the full volume of the sample should be analysed
unless the total number of organisms is high, e.g. 100.
In this case, the average density may be extrapolated
based on a well-mixed subsample using a validated
method.
-
.3 for the evaluation of bacteria:
-
.1 for the influent and discharge samples, the minimum
10-litre sample referred to in paragraph 2.3.3.7.2.2, or
another sample at least 10 litres in volume and
collected in a similar manner, a sub-sample of minimum 1
litre may be transferred to a sterile container for
analysis;
-
.2 a minimum of three, subsamples of appropriate volume
taken from the 1 litre subsample described above should
be analysed for colony forming units of bacteria listed
in regulation D-2; and
-
.3 the toxicogenic test requirements should be conducted
in an appropriately approved laboratory. If no approved
laboratory is available, the analysis method may be
validated to the satisfaction of the Administration.
-
.8 the test cycles including invalid test cycles are to span a period of
not less than six months;
-
.9 the applicant is requested to perform three consecutive test cycles in
compliance with regulation D-2. Any invalid test cycle does not affect
the consecutive sequence;
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.10 the six-month shipboard test period starts and ends with the
completion of a successful test cycle or invalid test cycle that meets
the D-2 standard. The three consecutive and valid test cycles that are
required in paragraph 2.3.3.9 must be suitably separated across the
six-month period;
-
.11 the source water for test cycles shall be characterized by
measurement of salinity, temperature, particulate organic carbon, total
suspended solids and dissolved organic carbon;
-
.12 for system operation throughout the test period, the following
information should also be provided:
-
.1 documentation of all ballast water operations including
volumes and locations of uptake and discharge, and if heavy
weather was encountered and where;
-
.2 documentation that the BWMS was operated continuously
throughout the test period for all ballasting and deballasting
of the ship;
-
.3 documentation detailing water quality parameters identified by
the testing organisation, should be measured as appropriate and
practicable;
-
.4 the possible reasons for an unsuccessful test cycle, or a test
cycle discharge failing the D-2 standard should be investigated
and reported to the Administration;
-
.5 documentation of scheduled maintenance performed on the system
during the test period;
-
.6 documentation of unscheduled maintenance and repair performed
on the system during the test period;
-
.7 documentation of engineering parameters monitored as
appropriate to the specific system; and
-
.8 a report detailing the functioning of the control and
monitoring equipment.
2.4 Land-based testing
2.4.1 The land-based testing provides data to determine the biological efficacy and
environmental acceptability of the BWMS under consideration for type approval. The
approval testing aims to ensure replicability and comparability to other treatment
equipment.
2.4.2 Any limitations imposed by the BWMS on the testing procedure described here
should be duly noted and evaluated by the Administration.
2.4.3 The test set-up including the BWMS should operate as described in the provided
operation, maintenance and safety manual during at least five consecutive successful
test cycles in each salinity.
2.4.4 A land-based test cycle should include the uptake of ballast water by pumping,
the storage of ballast water, treatment of ballast water within the BWMS (except in
control tanks), and the discharge of ballast water by pumping. The order will be
dependent on the BWMS.
2.4.5 At least two test cycles in each salinity should be conducted in order to
evaluate compliance with the D-2 standard at the minimum holding time specified by
the BWMS manufacturer.
2.4.6 In accordance with the Procedure for approval of ballast water
management systems that make use of Active Substances (G9), test facilities
carrying out identification of Relevant Chemicals and toxicity testing of the
treated ballast water from test cycles with a storage time which is shorter or
longer than five days, should ensure that sufficient volumes of treated water are
collected after five days or are reserved after the efficacy testing to permit the
requirements of Procedure (G9) to be assessed for at least one test cycle per
salinity.
2.4.7 Land-based testing of BWMS should be independent of the system manufacturer.
2.4.8 Testing should occur using different water conditions sequentially as provided
for in paragraphs 2.4.20 and 2.4.22.
2.4.9 The BWMS should be tested at its rated capacity or as given in paragraphs
2.4.16 to 2.4.19 for each test cycle. The equipment should function to
specifications during this test.
2.4.10 The analysis of treated water discharge from each test cycle should determine
if the treated discharge meets regulation D-2 of the Convention.
2.4.11 The analysis of treated water discharge from the relevant test
cycle(s) should also be used to evaluate the formation of Relevant Chemicals as well
as the toxicity of the discharged water for BWMS that make use of Active Substances.
The same evaluation should be conducted for those BWMS that do not make use of
Active Substances or Preparations but which could reasonably be expected to result
in changes to the chemical composition of the treated water such that adverse
impacts to receiving waters might occur upon discharge. Toxicity tests of the
treated water discharge should be conducted in accordance with paragraphs 5.2.3 to
5.2.7 of the Procedure for approval of ballast water management systems that make
use of Active Substances (G9), as revised.
Land-based testing set-up
2.4.12 The test set-up for approval tests should be representative of the
characteristics and arrangements of the types of ships in which the equipment is
intended to be installed. The test set-up should therefore include at least the
following:
-
.1 the complete BWMS to be tested;
-
.2 piping and pumping arrangements; and
-
.3 the storage tank that simulates a ballast tank, constructed such that
the water in the tank should be completely shielded from light.
2.4.13 The control and treated simulated ballast tanks should each include:
-
.1 a minimum capacity of 200 m3;
-
.2 normal internal structures, including lightening and drainage holes;
-
.3 standard industry practices for design and construction for ships;
surface coatings should be in accordance with Performance standard for
protective coatings of dedicated seawater ballast tanks on all new ships
and of double-sided skin spaces of bulk carriers (PSPC); and
-
.4 the minimum modifications required for structural integrity on land.
2.4.14 The test set-up should be pressure-washed with tap water, dried and swept to
remove loose debris, organisms and other matter before starting testing procedures,
and between test cycles.
2.4.15 The test set-up will include facilities to allow sampling as described in
paragraphs 2.4.31 and 2.4.32 and provisions to supply influents to the system, as
specified in paragraphs 2.4.20, 2.4.21, 2.4.24 and 2.4.25. The installation
arrangements should conform in each case with those specified and approved under the
procedure outlined in section 7 of the main body to these Guidelines.
Ballast water management system scaling
2.4.16 Scaling of the BWMS should be in accordance with the Guidance
on scaling of ballast water management systems developed by the
Organization. The Administration should verify that the scaling used is appropriate
for the operational design of the BWMS.
2.4.17 BWMS with at least one model with a TRC equal to or smaller than 200
m3/h should not be downscaled.
2.4.18 For BWMS with at least one model that has a higher capacity than 200
m 3/h or 1000 m 3/h the following must be observed for
land-based testing. In-line treatment equipment may be downsized for land-based
testing, but only when the following criteria are taken into account:
-
.1 BWMS with at least one model with a TRC larger than 200
m3/h but smaller than 1,000 m3/h may be downscaled
to a maximum of 1:5 scale, but may not be smaller than 200
m3/h; and
-
.2 BWMS with at least one model with a TRC equal to, or larger than,
1,000 m3/h may be downscaled to a maximum of 1:100 scale, but
may not be smaller than 200 m3/h.
2.4.19 In-tank treatment equipment should be tested on a scale that allows
verification of full-scale effectiveness. The suitability of the test set-up should
be evaluated by the manufacturer and approved by the Administration.
Land-based test design – inlet and outlet criteria
2.4.20 For any given set of test cycles (five are considered a set) a salinity range
should be chosen for each cycle. Given the salinity of the test set up for a test
cycle in fresh, brackish and marine water, each should have dissolved and
particulate content in one of the following combinations:
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|
|
|
|
|
|
|
Salinity
|
|
|
|
Marine 28 – 36 PSU
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Brackish 10 – 20 PSU
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Fresh < 1 PSU
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Dissolved Organic Carbon (DOC)
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> 1 mg/l
|
> 5 mg/l
|
> 5 mg/l
|
|
Particulate Organic Carbon (POC)
|
> 1 mg/l
|
> 5 mg/l
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> 5 mg/l
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Total Suspended Solids (TSS)
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> 1 mg/l
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> 50 mg/l
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> 50 mg/l
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|
2.4.21 Test water should be natural water. Any augmentation of test water with
dissolved organic carbon (DOC), particulate organic carbon (POC) or total suspended
solids (TSS) to achieve the minimum required content should be validated and
approved by the Administration. As natural DOC constituents are complex and
primarily of aromatic character, the type of added DOC is particularly critical to
the evaluation of BWMS performance. The validation should ensure that relevant
properties of the augmented water (such as the oxidant demand/TRO decay and UV
absorption in the range of 200 to 280 nm, the production of disinfectant by-products
and the particle size distribution of suspended solids) are equivalent, on a mg/L
basis, to that of natural water that would quantitatively meet the challenge
conditions. In addition, the validation should ensure that augmentation does not
bias a test for or against any specific treatment process. The test report should
include the basis for the selection, use and validation of augmentation.
2.4.22 The BWMS must be tested in conditions for which it will be approved. For a
BWMS to achieve an unlimited Type Approval Certificate with respect to salinity, one
set of test cycles should be conducted within each of the three salinity ranges with
the associated dissolved and particulate content as prescribed in paragraph 2.4.20.
Tests under adjacent salinity ranges in the above table should be separated by at
least 10 PSU.
2.4.23 Use of standard test organisms (STO):
-
.1 the use of standard test organisms (STO) is permissible if the
challenge levels in naturally occurring water at the test facility
require supplementation. The use of STO should not be considered
standard practice and the Administration should in every case review
that the selection, number and use of supplementary STOs ensures that
the challenge posed to the BWMS provides an adequately robust test. The
use of STOs should not bias a test for or against any specific treatment
process. They should be locally isolated to ensure that the risk to the
local environment is minimised; non indigenous organisms which have the
potential to cause harm to the environment should not be used;
-
.2 procedures, processes and guidance for the use of STO should be based
on the most relevant and up to date available scientific data. Such
procedures, processes and guidance should form a part of the testing
facilities quality assurance regimes; and
-
.3 the use of STO, including concentrations and species, should be
recorded within the test report. The test report should include
information pertaining to the evaluation and justification for the use
of STO, an assessment of the impact of their use on other test
parameters and potential impacts on the test being undertaken. The
information contained within the report should reflect both the positive
and negative impacts of the use of STO.
2.4.24 The influent water should include:
-
.1 test organisms of greater than or equal to 50 micrometres or more in
minimum dimension should be present in a total density of preferably
106 but not less than 105 individuals per
cubic metre, and should consist of at least 5 species from at least 3
different phyla/divisions;
-
.2 test organisms greater than or equal to 10 micrometres and less than
50 micrometres in minimum dimension should be present in a total density
of preferably 104 but not less than 103
individuals per millilitre, and should consist of at least 5 species
from at least 3 different phyla/divisions;
-
.3 heterotrophic bacteria should be present in a density of at least
104 living bacteria per millilitre; and
-
.4 the variety of organisms in the test water should be documented
according to the size classes mentioned above regardless if natural
organism assemblages or cultured organisms were used to meet the density
and organism variety requirements.
2.4.25 The following bacteria do not need to be added to the influent water,
but should be measured at the influent and at the time of discharge:
2.4.26 If cultured test organisms are used, then it should be ensured that local
applicable quarantine regulations are taken into account during culturing and
discharge.
Land-based monitoring and sampling
2.4.27 Change of numbers of test organisms by treatment and during storage in the
simulated ballast tank should be measured using methods described in Part 4 of the
annex, paragraphs 4.5 to 4.7.
2.4.28 It should be verified that the treatment equipment performs within its
specified parameters, such as power consumption and flow rate, during the test
cycle.
2.4.29 The range of operational flow rates that a BWMS is expected to achieve in
service, at the maximum and minimum operational flow rates (where it is appropriate
for that technology), should be verified after the filter on the discharge side of
the pump. The range of flow rate may be derived from empirical testing or from
computational modelling. Where appropriate for the technology, demonstration of
system efficacy at low flow rates should reflect the need for flow reduction during
the final stages of ballast operations.
2.4.30 Environmental parameters such as pH, temperature, salinity,
dissolved oxygen, TSS, DOC, POC and turbidity (NTU)footnote should be measured at the same time
that the samples described are taken.
2.4.31 Samples during the test for the purposes of determining biological efficacy
should be taken at the following times and locations: immediately before the
treatment equipment, immediately after the treatment equipment and upon discharge
after the appropriate holding time.
2.4.32 The control and treatment cycles may be run simultaneously or sequentially.
Control samples are to be taken in the same manner as the equipment test as
prescribed in paragraph 2.4.31 and upon influent and discharge.
2.4.33 Facilities or arrangements for sampling should be provided to ensure
representative samples of treated and control water can be taken that introduce as
little adverse effects as possible on the organisms.
2.4.34 Samples described in paragraphs 2.4.31 and 2.4.32 should be collected with the
following sampling regime and volumes for analysis:
-
.1 for the enumeration of viable organisms greater than or equal to 50
micrometres or more in minimum dimension:
-
.1 influent water should be collected over the duration of uptake as
one, time-integrated sample. The sample should be collected as a
single, continuous sample or a composite of sequential samples, e.g.
collected at intervals during the beginning, middle and end of the
operation. The total sample volume should be at least one cubic
metre. If smaller volume is validated to ensure representative
sampling of organisms, it may be used;
-
.2 control and treated discharged water should be collected as one
time-integrated sample over the duration of discharge from the
tank(s). The sample may be collected as a single, continuous sample
or a composite of sequential samples, e.g. collected throughout the
beginning, middle and end the operation. The total sample volume
should be at least three cubic metres;
-
.3 if samples are concentrated for enumeration, the organisms should
be concentrated using a mesh with holes no greater than 50
micrometres in the diagonal dimension. Only organisms greater than
50 micrometres in minimum dimension should be enumerated; and
-
.4 the full volume of the sample should be analysed unless the total
number of organisms is high, e.g. 100. In this case, the average
density may be extrapolated based on a well-mixed subsample using a
validated method;
-
.2 for the enumeration of viable organisms greater than or equal to 10
micrometres and less than 50 micrometres in minimum dimension:
-
.1 influent water should be collected over the duration of uptake as
one, time-integrated sample. The sample should be collected as a
single, continuous sample or a composite of sequential samples, e.g.
collected at intervals during the beginning, middle and end of the
operation. A sample of at least 10 litres should be collected, and a
fraction may be subsampled for transport to the laboratory, provided
it is representative of the sample and is a minimum of 1 litre. A
minimum of three, 1-millilitre sub-samples should be analysed in
full to enumerate organisms.
-
.2 control and treated discharged water should be collected as one
time-integrated sample over the duration of discharge from the
tank(s). The sample may be collected as a single, continuous sample
or a composite of sequential samples, e.g. collected throughout the
beginning, middle and end the operation. A sample of at least 10
litres should be collected, and a fraction may be subsampled for
transport to the laboratory, provided it is representative of the
sample and is a minimum of 1 litre. A minimum of six, 1-millilitre
sub-samples should be analysed in full to enumerate organisms.
-
.3 the sample may not be concentrated for analysis unless the
procedure is validated. Only organisms greater than 10 micrometres
and less than 50 micrometres in minimum dimension should be
enumerated;
-
.4 the full volume of the sample should be analysed unless the total
number of organisms is high, e.g. 100. In this case, the average
density may be extrapolated based on a well-mixed subsample using a
validated method;
-
.3 for the evaluation of bacteria:
-
.1 for the influent and discharge samples, a minimum 10-litre sample
referred to in paragraph 2.3.3.7.2.2, or another sample at least 10
litres in volume and collected in a similar manner, a sub-sample of
minimum 1 litre may be transferred to a sterile container for
analysis;
-
.2 a minimum of three, subsamples of appropriate volume taken from
the 1 litre subsample described above should be analysed for colony
forming units of bacteria listed in regulation D-2; and
-
.3 the toxicogenic test requirements should be conducted in an
appropriately approved laboratory. If no approved laboratory is
available, the analysis method may be validated to the satisfaction
of the Administration.
2.4.35 The samples should be analysed as soon as possible after sampling, and
analysed live within six hours or treated in such a way so as to ensure that proper
analysis can be performed.
2.4.36 If in any test cycle the discharge results from the control water is a
concentration less than or equal to 10 times the values in regulation D-2.1, the
test cycle is invalid.
2.5 Temperature
2.5.1 The effective performance of BWMS through a ballast water temperature range of
0°C to 40°C (2°C to 40°C for fresh water) and a mid-range temperature of 10°C to
20°C should be the subject of an assessment verified by the Administration.
2.5.2 This assessment may include:
-
.1 testing during land-based, shipboard, laboratory or bench-scale testing;
and/or
-
.2 the use of existing data and/or models, provided that their source,
suitability and reliability is reported.
2.5.3 The report submitted to the Administration should contain all documentation
(including procedures, methods, data, models, results, explanations and remarks)
associated with the temperature assessment. The report should include at least the
information identified in paragraph 2.7.2 of this annex.
2.6 Evaluation of regrowth
2.6.1 The evaluation of the regrowth of organisms should be undertaken to the
satisfaction of the Administration in land-based and/or shipboard testing in at
least two test cycles in each salinity.
2.6.2 In the case of land-based testing being performed with a holding time of less
than five days, a sufficient volume of treated uptake water should be held under
conditions similar to conditions in the relevant holding tank. In the case of
shipboard testing, water should be retained on board for the evaluation of regrowth
during a shipboard test cycle. Additional bench-scale testing may be used to
supplement the land-based and/or shipboard testing.
2.6.3 In the case of a BWMS that includes mechanical, physical, chemical, and/or
biological processes intended to kill, render harmless, or remove organisms within
ballast water at the time of discharge or continuously between the time of uptake
and discharge, regrowth should be assessed in accordance with section 2.3 or 2.4 of
this annex with a holding time of at least five days.
2.6.4 Otherwise, the enumeration of organisms to assess regrowth should be undertaken
at least five days after the completion of all of the mechanical, physical,
chemical, and/or biological processes intended to kill, render harmless, or remove
organisms within ballast water.
2.6.5 Any neutralization of ballast water required by the BWMS should occur at the
end of the holding time, and immediately before the enumeration of organisms.
2.6.6 The evaluation of regrowth is not intended to evaluate contamination in ballast
tanks or piping, such as may arise from the presence of untreated water or residual
sediments.
2.6.7 A report should be submitted to the Administration containing all documentation
(including procedures, methods, data, models, results, explanations and remarks)
associated with the evaluation of regrowth. The report should include at least the
information identified in paragraph 2.7.2 of this annex.
2.7 Reporting of test results
2.7.1 After approval tests have been completed, a report should be submitted to the
Administration. This report should include information regarding the test design,
methods of analysis and the results of these analyses for each test cycle (including
invalid test cycles), BWMS maintenance logs and any observed effects of the BWMS on
the ballast system of the ship (e.g. pumps, pipes, tanks, valves). Shipboard test
reports should include information on the total and continuous operating time of the
BWMS.
2.7.2 The reports submitted in accordance with paragraph 2.7.1 should contain at
least the following information:
-
1 the name and address of the laboratory performing or supervising the
inspections, tests or evaluations, and its national accreditation or
quality management certification, if appropriate;
-
.2 the name of the manufacturer;
-
.3 the trade name, product designation (such as model numbers), and a
detailed description of the equipment or material inspected, tested or
evaluated;
-
.4 the time, date, and place of each approval inspection, test or
evaluation;
-
.5 the name and title of each person performing, supervising, and
witnessing the tests and evaluations;
-
.6 executive summary;
-
.7 introduction and background;
-
.8 for each test cycle, inspection or evaluation conducted, summary
descriptions of:
-
.1 experimental design;
-
.2 methods and procedures;
-
.3 results and discussion, including a description of any invalid
test cycle (in the case of a report referred to in Part 2 of
this annex) and a comparison to the expected performance; and
-
.4 in the case of land-based testing, test conditions including
details on challenge water preparation in line with paragraph
2.4.21;
-
.9 a description or photographs of the procedures and apparatus used in
the inspections, tests or evaluation, or a reference to another document
that contains an appropriate description or photographs;
-
.10 at least one photograph that shows an overall view of the equipment
or material tested, inspected or evaluated and other photographs that
show:
-
.11 the operational safety requirements of the BWMS and all safety
related findings that have been made during the inspections, tests or
evaluations
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.12 an attestation that the inspections, tests or evaluations were
conducted as required and that the report contains no known errors,
omissions, or false statements. The attestation must be signed by:
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.1 the manufacturer or manufacturer's representative, if the
inspection, tests or evaluations are conducted by the
manufacturer; or
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.2 the chief officer of the laboratory, or the chief officer's
representative, if the Inspection or tests were conducted by an
independent laboratory;
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.13 appendices, including:
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.1 the complete test plan and the data generated during tests and
evaluations reported under subparagraph 2.7.2.8 above, including
at least:
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.1 for land-based tests, whether ambient, cultured or a
mixture of test organisms have been used (including a
species-level identification for cultured organisms, and
an identification to the lowest possible taxonomic level
for ambient organisms);
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.2 for shipboard tests, the operating parameters of the
system during successful treatment operations (e.g.
dosage rates, ultraviolet intensity and the energy
consumption of the BWMS under normal or tested Treatment
Rated Capacity, if available);
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.3 for System Design Limitations, details of all
procedures, methods, data, models, results, explanations
and remarks, leading to validation; and
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.4 invalid test information;
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.2 the QMP, the QAPP and Quality Assurance and Quality Control
records;
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.3 maintenance logs including a record of any consumable
components that were replaced; and
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.4 relevant records and tests results maintained or created
during testing.
2.7.3 The results of biological efficacy testing of the BWMS should be accepted if
during the land-based and shipboard testing conducted as specified in sections 2.3
and 2.4 of this annex it is shown that the system has met the standard in regulation
D-2 and that the uptake water quality requirements were met in all individual test
cycles as provided in paragraph 4.7 below.
2.7.4 The test report shall include all test runs during land-based and shipboard
tests, including failed and invalid tests with the explanation required in paragraph
2.3.3.12.4 for both shipboard and land-based tests.
2.7.5 The Administration should identify and redact commercially sensitive
information (information that is proprietary and not related to the BWMS
performance) and make all other information available to interested parties and the
Organization. The information should include all of the test reports, including
failed tests from both land-based and shipboard testing.
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