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Division BAT 5 In order to reduce fresh water use and generation of waste water, BAT is to close the water system to the degree technically feasible in line with the pulp and paper grade manufactured by using a combination of the techniques given below.

United Kingdom

Original text. Later amendments are not shown.

TechniqueApplicability
aMonitoring and optimising water usageGenerally applicable
bEvaluation of water recirculation options
cBalancing the degree of closure of water circuits and potential drawbacks; adding additional equipment if necessary
dSeparation of less contaminated sealing water from pumps for vacuum generation and reuse
eSeparation of clean cooling water from contaminated process water and reuse
fReusing process water to substitute for fresh water (water recirculation and closing of water loops)

Applicable to new plants and major refurbishments.

Applicability may be limited due to water quality and/or product quality requirements or due to technical constraints (such as precipitation/incrustation in water system) or increase odour nuisance

gIn-line treatment of (parts of) process water to improve water quality to allow for recirculation or reuseGenerally applicable

The BAT-associated waste water flow at the point of discharge after waste water treatment as yearly averages are:

SectorBAT-associated waste water flow
Bleached kraft25 – 50 m3/ADt
Unbleached kraft15 – 40 m3/ADt
Bleached sulphite paper grade pulp25 – 50 m3/ADt
Magnefite pulp45 – 70 m3/ADt
Dissolving pulp40 – 60 m3/ADt
NSSC pulp11 – 20 m3/ADt
Mechanical pulp9 – 16 m3/t
CTMP and CMP9 – 16 m3/ADt
RCF paper mills without deinking1,5 – 10 m3/t (the higher end of the range is mainly associated with folding boxboard production)
RCF paper mills with deinking8 – 15 m3/t
RCF-based tissue paper mills with deinking10 – 25 m3/t
Non-integrated paper mills3,5 – 20 m3/t