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A pilot study of anaerobic membrane digesters for concurrent thickening and digestion of waste activated sludge (WAS)

机译:厌氧膜消化池同时增稠和消化废物活性污泥(WAS)的中试研究

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The increased interest in biomass energy provides incentive for the development of efficient and high throughput digesters such as anaerobic membrane bioreactors (AnMBRs) to stabilize waste activated sludge (WAS). This paper presents the results of a pilot and short term filtration study that was conducted to assess the performance of AnMBRs when treating WAS at a 15 day hydraulic retention time (HRT) and 30 day sludge retention time (SRT) in comparison to two conventional digesters running at 15 (BSR-15) and 30 days (BSR-30) HRT/SRT. At steady state, the AnMBR digester showed a slightly higher volatile solids (VS) destruction of 48% in comparison to 44% and 35.3% for BSR-30 and BSR-15, respectively. The corresponding values of specific methane production were 0.32, 0.28 and 0.21m(3)CH(4)/kg of VS fed. Stable membrane operation at an average flux of 40 +/- 3.6 LM-2H-1 (LMH) was observed when the digester was fed with a polymer-dosed thickened waste activated sludge (TWAS) and digester total suspended solids (TSS) concentrations were less than 15 gL(-1). Above this solids concentration a flux decline to 24.1 +/- 2.0LM(-2) H-1 was observed. Short term filtration tests conducted using sludge fractions of a 9.7 and 17.1 gL(-1) TSS sludge indicated 84 and 70% decline in filtration performance to be associated with the supernatant fraction of the sludge. At a higher sludge concentration, the introduction of unique fouling control strategy to tubular membranes, a relaxed mode of operation (i. e. 5 minutes permeation and 1 minute relaxation by) significantly increased the flux from 23.8 +/- 1.1 to 37.8 +/- 2.3LMH for a neutral membrane and from 25.7 +/- 1.1 to 44.9 +/- 2.9LMH for a negatively charged membrane. The study clearly indicates that it is technically feasible to employ AnMBRs to achieve a substantial reduction in digester volumes.
机译:人们对生物质能源的兴趣日益增加,为开发高效和高通量的消化器(如厌氧膜生物反应器(AnMBR))以稳定废物活性污泥(WAS)提供了动力。本文介绍了一项中试和短期过滤研究的结果,该研究旨在评估与两个常规消化池相比,在15天水力停留时间(HRT)和30天污泥停留时间(SRT)处理WAS时AnMBR的性能。以15(BSR-15)和30天(BSR-30)HRT / SRT运行。在稳定状态下,AnMBR蒸煮器显示出48%的挥发性固体(VS)破坏,而BSR-30和BSR-15分别为44%和35.3%。特定的甲烷产量的相应值为0.32、0.28和0.21m(3)CH(4)/ kg V​​S进料。当向蒸煮器中加入聚合物定量的增稠废物活性污泥(TWAS)且蒸煮器中的总悬浮固体(TSS)浓度为40时,在平均流量为40 +/- 3.6 LM-2H-1(LMH)时,膜操作稳定。小于15 gL(-1)。高于此固体浓度,观察到通量下降至24.1 +/- 2.0LM(-2)H-1。使用9.7和17.1 gL(-1)TSS污泥馏分进行的短期过滤测试表明,与污泥的上清液馏分相关的过滤性能下降了84%和70%。在较高的污泥浓度下,将独特的结垢控制策略引入管状膜,放松的操作模式(即5分钟的渗透和1分钟的松弛时间)可将通量从23.8 +/- 1.1提升至37.8 +/- 2.3LMH对于中性膜则为25.7 +/- 1.1至44.9 +/- 2.9LMH。该研究清楚地表明,采用AnMBR在技术上可行,以实现消化器容积的大幅减少。

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