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● / use of finer mesh screens (down to 0.15 mm) to separate solids form the wastewater liquid stream. The above measures can reduce the organic loading from a fish processing facility by approximately 50 to 60 % 6.4 By-Product Recovery By-product recovery is a cost effective way to reduce the amount of waste that would, otherwise, be disposed of. There are numerous ways for by-product recovery in the fish processing industry (as outlined in Section 5.4), such as production of: ● ● ● ● ● ● ● ● ● ● fish meal; pet food; fertilizers; fish silage; protein hydrolysates; chitin and chitosan; food flavours; bone meal; bait; fish scales. The predominant commercial use of fisheries waste in Canada is fish meal production. On the West Coast, fish meal is manufactured primarily in the Lower Mainland followed by Prince Rupert and Port Hardy. 6.5 Wastewater Treatment Although there is a wide variety of wastewater treatment technologies (Section 5.3), the only type currently economical for the fish processing industry is fine screening (mesh size 0.5 mm or less) followed by a deep water discharge. The most widely used screens in the fish industry include tangential and rotary screens. 85
Screening of the effluent should be carried out, when practical and economical, prior to any effluent pumping as pumping increases the concentration of very fine particles in the effluent. These particles will pass through the screens and thus increase the organic loading to the receiving environment. 86 — —
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Environment Canada Industrial Progr
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ACKNOWLEDGEMENTS This document was
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TABLE OF CONTENTS ACKNOWLEDGEM’EN
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5.4 5.5 BEST 6.1 6.2 6.3 5.3.4.2 Ot
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Figure 2.1 Figure 2.2 Figure 2.3 Fi
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Table 5.8 Table 5.9 Table 5.10 Tabl
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1 INTRODUCTION 1.1 Terms of Referen
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2 BACKGROUND INFORMATION 2.1 Genera
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1992a). In 1990, approximately 70 %
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Development of aquiculture (husband
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REDUCTION PLANT Q \ \ PRINCE RUPERT
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2.4 Review of Current Regulations 2
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2.4.3 Municipal and Regional Bylaws
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Table 3.1 Water Consumption Rates -
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3.2 Wastewater Characteristics 3.2.
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Table 3.4 Contaminant Concentration
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3.2.2 Fish Processing Facilities in
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Table 3.7 Production-based Contamin
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which are permitted to grind and di
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4 PROCESSING TECHNOLOGY The five ma
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---- ,,, ,,, > “\ - Y’ I r ----
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VESSEL-HOLD WATER PACKERS AND RECIR
Page 47 and 48: && a- * I ---- ————-— --
Page 49 and 50: 4.4 Herring Processing 4.4.1 Genera
Page 51 and 52: Raw shrimp are held on ice for abou
Page 53 and 54: ~ PRODUCT — WASTEWATER ----- WATE
Page 55 and 56: -+ \ /’WATER’l \~uPPLY/ ‘T-
Page 57 and 58: 5 WATER AND WASTE MANAGEMENT 5.1 Cu
Page 59 and 60: Information Grind and Discha Coarse
Page 61: Table 5.1 Permit Summary ———-
Page 64 and 65: offal with wastewater, which is the
Page 66 and 67: equipment clean and to flush offal
Page 68 and 69: Table 5.4 Solid Waste Generation at
Page 70 and 71: process water. However, different r
Page 72 and 73: 5.2.4 Contaminant Reduction Several
Page 74 and 75: Fine screening is generally used as
Page 76 and 77: to coagulate proteins, cooling and
Page 78 and 79: Table 5.6 Summary of FM Proceeding
Page 80 and 81: 5.3.4.3 Enhanced Gravity Settling T
Page 82 and 83: To the knowledge of the authors, on
Page 84 and 85: To the knowledge of the authors, no
Page 86 and 87: 5.3.6.2 Hydrocyclones Hydrocyclones
Page 88 and 89: Solid wastes generated by seafood p
Page 90 and 91: Table 5.10 Results of Applications
Page 92 and 93: 5.4.9 Bone Meal Experiment conducte
Page 94 and 95: The comporting operation consists o
Page 96 and 97: ● ● ● ● ● ● ● ● ●
Page 100 and 101: 7 ECONOMIC ANALYSIS 7.1 Review of t
Page 102 and 103: wholesale and landed values as a me
Page 104 and 105: 7.2 Processing Technology Treatment
Page 106 and 107: (~nuJ!WU Jo %) SONICINVl u) (9 I <
Page 108 and 109: conservation and the implementation
Page 110 and 111: In-house modifications can result i
Page 112 and 113: Table 7.3 Expected Efficiency of Wa
Page 114 and 115: Table 7.4 Assumptions used for Econ
Page 116 and 117: quo had been maintained. For each t
Page 118 and 119: All cost estimates involving DAF un
Page 120 and 121: meet toxicity limits. However, biol
Page 122 and 123: BIBLIOGRAPHY Aegis Management Servi
Page 124 and 125: Fukuda H. and H. Nakatani. Treatmen
Page 126 and 127: Johnson R.A. and S.M. Gallanger. Us
Page 128 and 129: NovaTec Consultants Inc.. Village o
Page 130: ( Takei M.. Treatment of Waste Wate
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