TEXTE Environmental Impacts of Exhaust Gas Cleaning Systems for Reduction of SOx on Ships — Analysis of status quo
Report compiled within the framework of the project ImpEx
6 Deficiencies of the EGCS discharge guidelines
This chapter analyses the current deficiencies on the discharge water quality criteria as
presented in the “2015 EGCS Guidelines” as well as the drafted “2020 EGCS Guidelines”. This
literature review could not establish any underlying documentation resulting in the
determination of the limit values referenced by the IMO EGCS Guidelines, especially for turbidity
and PAHpne. Thus, it is questionable whether the criteria in section 10 of the EGCS Guidelines
ensures the protection of the marine environment in the short and long term from acute and
chronic effects. In fact, the discharge criteria have been defined generally intended to prevent
acute effects occurring in the aquatic environment (GESAMP, 2009) and is supposed to be
revised as more data becomes available on the contents of the discharge and its effects, taking
into account any advice given by GESAMP (MEPC, 2008a; MEPC, 2009; MEPC, 2015). US EPA
(2011) indicated that the guidelines limits may be inadequate for metals and PAHs.
6.1 pH criteria
The current “2015 EGCS Guidelines” and the drafted review allow to select one of the two
following requirements for the EGCS discharge water:
1. pH > 6.5 at the discharge, but during manoeuvring and transit a ApH < 2 (difference
between inlet and overboard discharge) is allowed, or
pH limit value for the discharge that ensures achieve pH > 6.5 at a distance of 4 m from
the overboard discharge point with the ship stationary. The overboard pH discharge
limit can be determined either by means of direct measurement, or by using a
calculation-based methodology.
The first point indicates two cases setting more stringent pH criteria in port than during
manoeuvring or in transit (ApH < 2 indicates a minimum of roughly 5.0 - 6.3, assuming seawater
pH ranges 7.0 - 8.3) (GESAMP, 2009). Dilution is allowed in order to achieve these requirements.
This measure, while supposed to prevent acute harmful effects to the ecosystem, does not
prevent acidification effects in the long term. Duliere et al. (2020) modelled the acidification
effects of EGCS discharge water obtaining high effects (equivalent to 10 to 50 years acidification
effects due to climate change) in areas of high traffic density as well as in the vicinity of large
harbours and recommended to follow the precautionary principle.
In the report of the Correspondence Group (MEPC 56/4/1, United States, 2007) to develop the
first discharge criteria, it was suggested not permitting the discharge of EGCS discharge water in
those ports, harbours and estuaries where pH is a concern, instead of only restricting pH. United
Kingdom (2006) proposed that the pH at the point of discharge should not deviate more than 0.2
units below the pH at the sea water inlet. Lange et al. (2015) proposed that the pH in the
discharge should be no more than 0.5 units below the value of the surrounding water.
In addition, the assumption of 2.2 mmol/L for alkalinity and 8.2 for pH in the calculation method,
allowed under the second requirement, may not be conservative because EGCS discharges may
occurred in waters with lower pH and lower buffer capacity.
6.2 PAHs and oil content
The current “2015 EGCS Guidelines” and the drafted review set a normalized limit for PAHs
given in phenanthrene equivalents for the difference between the inlet and discharge
concentrations: 2.25 g PAHyne/MWh. In the drafted “2020 EGCS Guidelines”, however, the limit
value for discharge water from temporary storage is fixed in 50 ug PAHpne/L regardless the
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