Centro de Química de Vila Real, Universidade de Trás-os-Montes e Alto Douro, Vila Real, Portugal.
J Environ Sci Health A Tox Hazard Subst Environ Eng. 2012;47(12):1809-17. doi: 10.1080/10934529.2012.689244.
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.
浓缩果汁工业在清洗和加工水果过程中使用大量的水,产生大量的废水。本工作研究了好氧生物处理与化学混凝/絮凝相结合的方法来处理高浓度果汁废水。该废水具有良好的可生物降解性(BOD(5)/COD = 0.66),大多数反应器中化学需氧量(COD)的去除率超过 90%。在初始加载 2 g VSS L(-1)生物量浓度和 20 g COD L(-1)有机物浓度的生物反应器中,好氧生物处理获得了最佳结果。评估了三种不同的动力学模型(Monod、Haldane 和 Contois)。Haldane 抑制模型最适合 COD 生物降解。AQUASIM 软件允许计算好氧生物降解的以下动力学常数范围:K(s):6-20 g COD L(-1);v(max):2.0-5.1 g COD g(-1) VSS day(-1)和 K(i)值:0.10-0.50 g COD L(-1)。这些常数对应于基质浓度(S*)为 0.77-3.16 g COD L(-1)时,最大去除速率(v*)为 0.11-0.26 g COD g(-1) VSS day(-1)。三级混凝/絮凝过程提高了生物预处理的效率。选择氯化铁作为处理这种废水的最佳折衷方案。最佳条件为 0.44 g L(-1)的混凝剂,pH = 5.5,浊度和 COD 去除率分别达到 94.4%和 99.6%。