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首页> 外文期刊>Water Research >Extension Of Asm3 For Two-step Nitrification And Denitrification And Its Calibration And Validation With Batch Tests And Pilot Scale Data
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Extension Of Asm3 For Two-step Nitrification And Denitrification And Its Calibration And Validation With Batch Tests And Pilot Scale Data

机译:用于三步硝化和反硝化的Asm3扩展及其批次测试和中试数据的校准和验证

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摘要

Although traditionally not taken into account by most of activated sludge models the production of nitrite as an intermediate of the nitrification-denitrification processes becomes of interest in some specific plant operational situations or in case of high sensitivity of the receiving ecosystems. The Activated Sludge Model No.3 (ASM3) was therefore extended for two-step nitrification and two-step denitrification in order to better describe nitrite dynamics especially during the treatment of communal wastewater. Nitrite was included as a new model compound and as an intermediate product of biological processes, both for heterotrophic and autotrophic bacteria. Two new model compounds replace X_A, the original autotrophic biomass: Ammonium Oxidizing Bacteria, X_(AOB) and Nitrite Oxidizing Bacteria, X_(NOB). Growth and decay processes of nitrifiers were split into AOB and NOB processes (3 additional processes) and heterotrophic anoxic processes were also doubled in order to account for two-step denitrification (4 additional processes). Default values from literature as well as laboratory measurements were considered for the choice of kinetic and stoichiometric parameters. The model was calibrated and validated with laboratory scale tests in batch reactors and with data from an Eawag activated sludge pilot plant configured conventionally with nitrification and pre-denitrification for the treatment of communal wastewater.
机译:尽管传统上大多数活性污泥模型都没有考虑到亚硝酸盐作为硝化-反硝化过程的中间产物的生产,但在某些特定的工厂运行情况下或在接收生态系统的敏感性较高的情况下,仍然引起了人们的关注。因此,将3号活性污泥(ASM3)扩展为两步硝化和两步反硝化,以便更好地描述亚硝酸盐动力学,尤其是在处理公共废水时。亚硝酸盐作为新型模型化合物和生物过程的中间产物被包括在内,无论是对于异养细菌还是自养细菌。两种新的模型化合物代替了原始自养生物质X_A:铵氧化细菌X_(AOB)和亚硝酸盐氧化细菌X_(NOB)。硝化器的生长和衰变过程分为AOB和NOB过程(另外3个过程),异养性缺氧过程也加倍,以说明两步反硝化(另外4个过程)。选择动力学和化学计量参数时应考虑文献和实验室测量的默认值。该模型已通过在间歇反应器中进行的实验室规模测试以及来自Eawag活性污泥中试装置的数据进行了校准和验证,该装置通常配置为硝化和预脱硝处理公共废水。

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