Comparison of startup and anaerobic wastewater treatment in UASB, hybrid and baffled reactor
Comparison of startup and anaerobic wastewater treatment in UASB, hybrid and baffled reactor
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UASB、混合式和折流板反应器启动与厌氧废水处理的比较
DOI:
10.1007/s004490050699
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发表时间:
1999
期刊:
影响因子:
--
通讯作者:
J. Buday
中科院分区:
文献类型:
--
作者:
M. Hutňan;M. Drtil;L. Mrafková;J. Derco;J. Buday
An experimental study was carried out to compare the performance of selected anaerobic high rate reactors operated simultaneously at 37 °C. The three reactors, namely upflow anaerobic sludge bed reactor (UASB), hybrid of UASB reactor and anaerobic filter (anaerobic hybrid reactor – AHR) and anaerobic baffled reactor (ABR), were inoculated with the anaerobic digested sludge from municipal wastewater treatment plant and tested with synthetic wastewater. This wastewater contained sodium acetate and glucose with balanced nutrients and trace elements (COD 6000 mg · l−1). Organic loading rate (Bv) was increased gradually from an initial 0.5 kg · m−3· d−1to 15 kg · m−3· d−1in all the reactors. From the comparison of the reactors' performance, the lowest biomass wash-out resulted from ABR. In the UASB, significant biomass wash-out was observed at theBv6 kg · m−3· d−1, and in the AHR at theBv12 kg · m−3· d−1. The demand of sodium bicarbonate for pH maintenance in ABR was two times higher as for UASB and AHR. The efficiency of COD removal was comparable for all three reactors – 80–90%. A faster biomass granulation was observed in the ABR than in the other two reactors. This fact is explained by the kinetic selection of filamentous bacteria of theMethanotrixsp. under a high (over 1.5 g · l−1) acetate concentration.