Azbar N, Ursillo P, Speece R E
Balikesir University, Turkey.
Water Res. 2001 Mar;35(3):817-29. doi: 10.1016/s0043-1354(00)00318-3.
The roles of substrate complexity (molecular size of the substrate) and process configuration in anaerobic wastewater treatment were investigated to determine optimal methanogenic technology parameters. Five substrates (glucose, propionate, butyrate, ethanol, and lactate) plus a mixed waste (60% carbohydrate, 34% protein, and 6% lipids) were studied under five reactor configurations: batch-fed single-stage continuous stirred tank reactor (CSTR), continuously fed single-stage CSTR, two-phase CSTR, two-stage CSTR, and single-stage upflow anaerobic sludge blanket (UASB). The substrate feed concentration was 20,000 mg/L as COD. The solids retention time (SRT) and hydraulic retention time (HRT) in the CSTR reactors were 20 d, while HRT in the UASB was 2 d. All reactors were operated for at least 60 d (equal to 3SRT). Substrate complexity was observed to be less significant under two-phase, two-stage and UASB reactor configurations. Two-phase CSTR, two-stage CSTR, and single-stage UASB configurations yielded the lowest effluent chemical oxygen demands (130-550, 60-700, and 50-250 mg/L, respectively). The highest effluent chemical oxygen demands were detected when feeding glucose, propionate, and lactate to continuously fed single-stage CSTRs (10, 400, 9900, and 4700 mg/L COD, respectively) and to batch-fed single-stage CSTRs (11, 200, 2500, and 2700 mg/L COD, respectively). Ironically, the one stage CSTR--most commonly utilized in the field--was the worst possible reactor configuration.
研究了底物复杂性(底物的分子大小)和工艺配置在厌氧废水处理中的作用,以确定最佳的产甲烷技术参数。在五种反应器配置下研究了五种底物(葡萄糖、丙酸盐、丁酸盐、乙醇和乳酸盐)以及一种混合废物(60%碳水化合物、34%蛋白质和6%脂质):分批进料单级连续搅拌釜式反应器(CSTR)、连续进料单级CSTR、两相CSTR、两级CSTR和单级上流式厌氧污泥床(UASB)。底物进料浓度为20000mg/L(以COD计)。CSTR反应器中的固体停留时间(SRT)和水力停留时间(HRT)为20天,而UASB中的HRT为2天。所有反应器至少运行60天(等于3SRT)。观察到在两相、两级和UASB反应器配置下,底物复杂性的影响较小。两相CSTR、两级CSTR和单级UASB配置产生的出水化学需氧量最低(分别为130 - 550mg/L、60 - 700mg/L和50 - 250mg/L)。当向连续进料单级CSTR中进料葡萄糖、丙酸盐和乳酸盐时(分别为10、400、9900和4700mg/L COD)以及向分批进料单级CSTR中进料时(分别为11、200、2500和2700mg/L COD),检测到最高的出水化学需氧量。具有讽刺意味的是,该领域最常用的单级CSTR是可能最差的反应器配置。