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A novel approach to the anaerobic treatment of municipal wastewater in temperate climates through primary sludge fortification

机译:通过初级污泥强化对温带气候下的城市废水进行厌氧处理的新方法

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摘要

It is proposed that anaerobic treatment of municipal wastewater in temperate climates is attainable through the fortification of wastewater with primary sewage sludge to enhance the chemical oxygen demand (COD). Three bench-scale up-flow anaerobic sludge blanket (UASB) bioreactors (0.5 L) were operated to provide a preliminary verification of this approach. Mass and energy balances were modelled using the GPS-X (COST model, population equivalent of 118,500) to determine the energy balance of the primary sludge wastewater fortification process flowsheet in comparison with conventional aerobic secondary treatment with activated sludge. The addition of 5% primary sludge by volume to crude wastewater pretreated with ultrasound resulted in an increase in total COD from 536 mg L~(-1) to 2300 mg L~(-1). A COD removal of 86% ± 8% and methane production of 400 mL L~(-1) d~(-1) were achieved in the reactor that was supplied with this primary sludge fortified wastewater. In comparison a COD reduction of 77% ± 8% and 40 mL L~(-1) d~(-1) of methane were observed in the reactor which was supplied with crude wastewater only, and a 79% ± 8% COD removal and 156 mL L~(-1) d~(-1) ofmethane were observed in UASB2, which was supplied with crude wastewater pretreated with ultrasound. The modelled energy balance for the fortified wastewater treatment process flowsheet was -305 kWh d~(-1) compared with -937 kWh d~(-1) in the aerobic flowsheet, corresponding to an energy saving of 67%.
机译:有人提出,在温带气候下通过对废水进行一次污水污泥强化来提高化学需氧量(COD),就可以对城市废水进行厌氧处理。操作了三个台式规模的厌氧污泥层厌氧消化器(UASB)生物反应器(0.5 L),以对该方法进行初步验证。使用GPS-X(COST模型,人口当量为118,500)对质量和能量平衡进行建模,以确定与常规活性污泥好氧二级处理相比,主要污泥强化工艺流程的能量平衡。超声预处理的原废水中,按体积计添加5%的初级污泥可使总COD从536 mg L〜(-1)增加到2300 mg L〜(-1)。在反应器中实现了COD去除率达86%±8%,甲烷生成量为400 mL L〜(-1)d〜(-1),并向其中提供了这种主要污泥强化废水。相比之下,在仅提供粗废水的反应器中,观察到COD降低77%±8%和40 mL L〜(-1)d〜(-1)甲烷,COD去除率达79%±8%在UASB2中观察到156 mL L〜(-1)d〜(-1)的甲烷,并向其供应了经超声波预处理的粗废水。强化废水处理工艺流程的模型能量平衡为-305 kWh d〜(-1),而好氧流程模型的能量平衡为-937 kWh d〜(-1),相当于节能67%。

著录项

  • 来源
    《Environmental Technology》 |2009年第10期|985-994|共10页
  • 作者单位

    Centre for Water Science, Cranfield University, Cranfield, MK43 0AL, UK;

    Centre for Water Science, Cranfield University, Cranfield, MK43 0AL, UK;

    Centre for Water Science, Cranfield University, Cranfield, MK43 0AL, UK;

    Black & Veatch, Grosvenor House, 69 London Road, Redhill, RH1 1LQ, UK;

    Centre for Water Science, Cranfield University, Cranfield, MK43 0AL, UK;

    Yorkshire Water Limited, Western House, Halifax Road, Bradford, BD5 2LZ, UK;

    Yorkshire Water Limited, Western House, Halifax Road, Bradford, BD5 2LZ, UK;

    Centre for Water Science, Cranfield University, Cranfield, MK43 0AL, UK;

  • 收录信息 美国《科学引文索引》(SCI);美国《生物学医学文摘》(MEDLINE);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    anaerobic treatment; municipal wastewater; UASB; ultrasonic pretreatment; GPS-X; aeration requirements; energy balances; fortification;

    机译:厌氧处理城市废水;UASB;超声波预处理;GPS-X;充气要求;能量平衡;筑城;
  • 入库时间 2022-08-17 13:33:06

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