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中试规模厌氧塘处理生活污水时混合模式的改进

Improvement of mixing patterns in pilot-scale anaerobic ponds treating domestic sewage.

作者信息

Peña M R, Mara D D, Piguet J M

机构信息

Universidad del Valle, Instituto Cinara A.A 25157, Cali, Colombia.

出版信息

Water Sci Technol. 2003;48(2):235-42.

Abstract

Anaerobic ponds are customarily designed as completely mixed reactors. However, evidence from experiments on full-scale facilities shows large deviations from ideal flow models, which in turn cause a reduced process performance. Thus, modified pilot scale anaerobic ponds receiving domestic sewage were developed and studied in parallel. A factorially designed experiment evaluated horizontal and vertical baffling, ponds fitted with cross-sectional plastic nets and a pond with a mixing pit. The hydrodynamic behaviour and process performance of these modified configurations were monitored for four flow rates (1.0, 1.2, 1.5 and 2.0 l/s). The results showed that baffling (vertical and horizontal) and the mixing pit configuration had the best hydrodynamic behaviours and removal efficiencies. Consequently, the development of high-rate anaerobic ponds, through improvements of hydrodynamic behaviour, seems feasible.

摘要

厌氧塘通常设计为完全混合式反应器。然而,全尺寸设施的实验证据表明,实际情况与理想流态模型存在较大偏差,进而导致工艺性能下降。因此,开发并同时研究了处理生活污水的改良中试规模厌氧塘。一项析因设计实验评估了水平和垂直挡板、装有横截面塑料网的池塘以及带有混合坑的池塘。针对四种流速(1.0、1.2、1.5和2.0升/秒)监测了这些改良结构的水动力行为和工艺性能。结果表明,(垂直和水平)挡板以及混合坑结构具有最佳的水动力行为和去除效率。因此,通过改善水动力行为来开发高速厌氧塘似乎是可行的。

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