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Treatment of concentrated fruit juice wastewater by the combination of biological and chemical processes

机译:结合生化工艺处理浓缩果汁废水

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Concentrated fruit juice industries use a wide volume of water for washing and fruit processing, generating a large volume of wastewater. This work studied the combination of an aerobic biological process with a chemical coagulation/flocculation step to treat a high concentrated fruit juice wastewater. This wastewater presents a good biodegradability (BOD_5/COD = 0.66) allowing a chemical oxygen demand (COD) removal above 90% in most reactors. The best results in aerobic biological treatment were obtained in reactors initially loaded with 2 g VSS L~(-1) of biomass concentration and 20 g COD L~(-1) of organic matter concentration. Three different kinetic models were evaluated (Monod, Haldane and Contois). The Haldane-inhibition model was the one that best fitted the COD biodegradation. AQUASIM© software allowed calculate the following kinetic constants ranges for aerobic biodegradation: K_s: 6-20 g COD L~(-1); v_(max): 2.0-5.1 g COD g~(-1) VSS day~(-1) and K_i values: 0.10-0.50 g COD L~(-1). These constants corresponds to maximum removal rates (v~*) between 0.11 and 0.26 g COD g~(-1) VSS day~(-1) for substrate concentrations (S~*) from 0.77 to 3.16 g COD L~(-1). A tertiary coagulation/flocculation process improved the efficiency of the biological pre-treatment. Ferric chloride was selected as best compromise to treat this wastewater. Optimal conditions were 0.44 g L~(-1) of coagulant at pH = 5.5, achieving 94.4% and 99.6% on turbidity and COD removal, respectively.
机译:浓缩果汁行业使用大量的水进行洗涤和水果加工,从而产生大量废水。这项工作研究了好氧生物工艺与化学混凝/絮凝步骤的组合,以处理高浓度果汁废水。该废水具有良好的生物降解性(BOD_5 / COD = 0.66),从而使大多数反应器中的化学需氧量(COD)去除率超过90%。有氧生物处理的最佳结果是在最初装有2 g VSS L〜(-1)生物质浓度和20 g COD L〜(-1)有机质浓度的反应器中获得的。评估了三种不同的动力学模型(Monod,Haldane和Contois)。 Haldane抑制模型是最适合COD生物降解的模型。 AQUASIM©软件允许计算以下有氧生物降解的动力学常数范围:K_s:6-20 g COD L〜(-1); v_(max):2.0-5.1 g COD g〜(-1)VSS day〜(-1),K_i值:0.10-0.50 g COD L〜(-1)。这些常数对应于底物浓度(S〜*)从0.77至3.16 g COD L〜(-1)在0.11至0.26 g COD g〜(-1)VSS day〜(-1)之间的最大去除率(v〜*) )。三级凝结/絮凝过程提高了生物预处理的效率。选择氯化铁作为处理该废水的最佳折衷方案。最佳条件是在pH = 5.5时为0.44 g L〜(-1)混凝剂,混浊度和COD去除率分别达到94.4%和99.6%。

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