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Chemical treatment is normally used in conjunction with flotation, although some vendors<br />

combine it with gravity settling. These two forms of chemically-assisted treatment are<br />

discussed in the following sections.<br />

5.3.4.1 Chemically-Assisted Flotation<br />

Chemical addition greatly improves the performance of DAF systems. The BOD reduction<br />

efficiency of DAF systems without chemical addition range from 10 % to maximum of<br />

50 % However, with pH adjustment and chemical addition efficiency of BOD removal<br />

increases to up to 99 % European experience suggests that DAF with chemical addition<br />

can be successfully used to treat fish processing plant effluents. The most widely used<br />

operating scheme is pH adjustment to 4.2 -5.5 followed by ferric chloride and polymer<br />

addition, BOD removal efficiency may reach 97 % (NovaTec, 1993a).<br />

A summary of reported coagulant and DAF efficiencies in seafood effluent treatment is<br />

presented in Table 5.6.<br />

Only one fish processing facility in the Pacific Northwest, situated in Newport, Oregon<br />

(USA), employs dissolved air flotation for effluent treatment. This plant has very high<br />

contaminant loads (BOD, TSS and oil and grease) in the wastewater stream due to surimi<br />

processing. The achieved BOD reduction varies from 45 to 80 % (Table 5.6). However,<br />

effluent BOD concentrations can still be very high (e.g. 2,200 mg/L after 80 % reduction).<br />

This is due to the inability of the DAF process to effectively remove dissolved organics.<br />

The only treatment process that would be able to remove dissolved organics from the<br />

wastewater streams to low levels is biological treatment (see Section 5.3.5). However,<br />

biological treatment is generally not feasible in the fish processing industry due to the<br />

industry’s seasonal nature and high capital and operating costs of biological treatment.<br />

The sludge generated by the DAF system at the Newport facility is used in the facilities’<br />

own reduction plant. However, reduction plants generally do not accept this type of<br />

sludge, as its water content is very high and the material is of low quality which may<br />

compromise the quality of the product. Also, chemicals used with DAF may result in<br />

sludges containing unacceptably high levels of metals (i.e. iron or aluminum, see<br />

Section 5.3.4).<br />

64

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