Combined biological and physico-chemical treatment of baker's yeast wastewater including removal of coloured and recalcitrant to biodegradation pollutants

被引:12
作者
Gladchenko, M [1 ]
Starostina, E
Shcherbakov, S
Versprille, B
Kalyuzhnyi, S
机构
[1] Moscow MV Lomonosov State Univ, Fac Chem, Dept Chem Enzymol, Moscow 119992, Russia
[2] Moscow MV Lomonosov State Univ, Food Ind, Dept Grape Proc Technol, Moscow 125080, Russia
[3] Biothane Syst Int, NL-2623 EW Delft, Netherlands
关键词
aerobic-anoxic biofilter; baker's yeast wastewater; iron coagulation; melanoidins; UASB reactor;
D O I
10.2166/wst.2004.0310
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The UASB reactor (35degreesC) was quite efficient for removal of bulk COD (62-67%) even for such high strength and recalcitrant wastewater as the cultivation medium from the first separation process of baker's yeasts (the average organic loading rates varied from 3.7 to 10.3 g COD/I/d). The aerobic-anoxic biofilter (20degreesC) can be used for removal of remaining BOD and ammonia from strong nitrogenous anaerobic effluents; however, it suffered from COD-deficiency to fulfil denitrification requirements. To balance the COD/N ratio, some bypass of raw wastewater should be added to the biofilter feed. The application of iron chloride coagulation for post-treatment of aerobic effluents may fulfil the discharge limits (even for colour mainly exerted by hardly biodegradable melanoidins) under iron concentrations around 200 mg/l.
引用
收藏
页码:67 / 72
页数:6
相关论文
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