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在4至10摄氏度下,采用单级和两级上流式厌氧污泥床反应器对酿酒厂废水进行预处理。

One- and two-stage upflow anaerobic sludge-bed reactor pretreatment of winery wastewater at 4-10 degreesC.

作者信息

Kalyuzhnyi S V, Gladchenko M A, Sklyar V I, Kizimenko Y S, Shcherbakov S S

机构信息

Department of Chemical Enzymology, Chemistry Faculty, Moscow State University, Russia.

出版信息

Appl Biochem Biotechnol. 2001 Feb;90(2):107-24. doi: 10.1385/abab:90:2:107.

Abstract

The operating performance of a single and two (in series) laboratory upflow anaerobic sludge-bed (UASB) reactors (2.7-L working volume, recycle ratio varied from 1:1 to 1:18) treating diluted wine vinasse was investigated under psychrophilic conditions (4-10 degreesC). For a single UASB reactor seeded with granular sludge, the average organic loading rates (OLRs) applied were 4.7, 3.7, and 1.7 g of chemical oxygen demand (COD)/(L.d) (hydraulic retention times [HRTs] were about 1 d) at 9-11, 6 to 7, and 4 to 5 degreesC, respectively. The average total COD removal for preacidified vinasse wastewater was about 60% for all the temperature regimes tested. For two UASB reactors in series, the average total COD removal for treatment of non-preacidified wastewater exceeded 70% (the average OLRs for a whole system were 2.2, 1.8, and 1.3 g of COD/[L.d] under HRTs of 2 d at 10, 7, and 4 degreesC, respectively). In situ determinations of kinetic sludge characteristics (apparent Vm and Km) revealed the existence of substantial mass transfer limitations for the soluble substrates inside the reactor sludge bed. Therefore, application of higher recycle ratios is essential for enhancement of UASB pretreatment under psychrophilic conditions. The produced anaerobic effluents were shown to be efficiently posttreated aerobically: final effluent COD concentrations were about 0.1 g/L. Successful operation of the UASB reactors at quite low temperatures (4-10 degreesC) opens some perspectives for application of high-rate anaerobic pretreatment at ambient temperatures.

摘要

研究了单个和两个(串联)实验室上流式厌氧污泥床(UASB)反应器(工作体积2.7升,循环比从1:1到1:18)在嗜冷条件(4-10摄氏度)下处理稀释酒糟的运行性能。对于接种颗粒污泥的单个UASB反应器,在9-11、6-7和4-5摄氏度下,施加的平均有机负荷率(OLR)分别为4.7、3.7和1.7克化学需氧量(COD)/(升·天)(水力停留时间[HRT]约为1天)。在所测试的所有温度范围内,预酸化酒糟废水的平均总COD去除率约为60%。对于两个串联的UASB反应器,处理未预酸化废水的平均总COD去除率超过70%(整个系统在10、7和4摄氏度下HRT为2天时的平均OLR分别为2.2、1.8和1.3克COD/(升·天))。对动力学污泥特性(表观Vm和Km)的原位测定表明,反应器污泥床内的可溶性底物存在大量传质限制。因此,在嗜冷条件下提高UASB预处理效果,提高循环比至关重要。结果表明,产生的厌氧流出物可通过好氧后处理有效去除:最终出水COD浓度约为0.1克/升。UASB反应器在相当低的温度(4-10摄氏度)下成功运行,为常温下应用高速厌氧预处理开辟了一些前景。

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