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Analysis and simulation of the sludge profile dynamics in a full-scale clarifier

机译:大型澄清池中污泥剖面动力学的分析和模拟

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A one-dimensional clarifier model was assessed for its capability to describe dynamic full-scale sludge concentration profiles by using the settling properties calibrated with batch settling curve data collected by a SettloMeter((R)) . These sludge concentration profiles and batch settling tests formed part of a detailed one-month measuring campaign on a full-scale wastewater treatment plant; the measurements showed a daily variation in settling properties. Using the settling properties obtained from batch settling tests and a one-dimensional model without dispersion, the dynamics of the full-scale clarifier were analysed and the need for dispersion clearly shown. The parameters of the dispersion model were estimated from the full-scale sludge concentration profiles. The settling properties of activated sludge can be automatically determined by fitting the model to the on-line batch settling curve measurements and are needed as input to the one-dimensional model. This model can therefore be used for operation and control. The dispersion model parameters have to be determined from dynamic sludge concentration profiles but are assumed to be constant for a specific clarifier. (c) 2005 Society of Chemical Industry
机译:通过使用由SettloMeter收集的批量沉降曲线数据校准的沉降特性,评估了一维澄清池模型描述动态全尺寸污泥浓度分布的能力。这些污泥浓度曲线和批次沉降测试是对一个大型废水处理厂进行的为期一个月的详细测量活动的一部分;测量结果表明沉降特性每天都有变化。使用从批量沉降测试获得的沉降特性和无分散的一维模型,分析了全尺寸澄清池的动力学,并清楚显示了分散的需求。分散模型的参数是从满量程污泥浓度曲线估算的。通过将模型拟合到在线批次沉降曲线测量值中,可以自动确定活性污泥的沉降特性,并且需要将其作为一维模型的输入。因此,该模型可用于操作和控制。分散模型参数必须根据动态污泥浓度曲线确定,但对于特定的澄清池,假定为常数。 (c)2005年化学工业学会

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