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5.2.4 Contaminant Reduction<br />

Several of the measures recommended for water conservation will also lead to a reduction<br />

of the contaminant loadings. The guiding principle for achieving contaminant reduction<br />

is dry clean-up (segregation of offal and blood from process water).<br />

Overall, the segregation of offal and blood from process water can reduce the organic<br />

loading from a fish processing facility by about 50 to 60 % and even more, depending on<br />

the extent of measures adopted.<br />

5.3 Wastewater Treatment<br />

5.3..1 General<br />

Wastewater treatment options for fish processing plants can be divided into physical,<br />

chemical and biological treatment. Physical treatment options make use of differences<br />

in physical properties between water and contaminants for their separation. Chemical<br />

treatment is generally required to improve removal efficiencies. With the exception of<br />

ultrafiltration (see Section 5.3.6. 1) physical treatment methods cannot remove BOD which<br />

is associated with dissolved substances. This fraction of the overall BOD can be<br />

substantial and can only be removed by chemical and/or biological treatment.<br />

5.3.2 Physical Treatment<br />

Screening is the most prevalent method of physical treatment in the fish processing<br />

industry. Most fish processing plants screen their effluent prior to discharge to a receiving<br />

environment or municipal sewer. The types of screens used include:<br />

. tangential screens (sidehill screens); ,/-<br />

. rotary drum screens with spray water and, in some cases, counter flow helical<br />

brushes for cleaning of screen;<br />

. filter belt screens;<br />

. wheel filters with solids scrappers and warm water spray.<br />

59

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