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Integrated chemical, physical and biological processes modelling of anaerobic digestion of sewage sludge

机译:污泥厌氧消化的综合化学,物理和生物过程建模

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The biological kinetic processes for anaerobic digestion (AD) are integrated into a two phase subset of a three phase mixed weak acid/base chemistry kinetic model. The approach of characterising sewage sludge into carbohydrates, lipids and proteins, as is done in the International Water Association (IWA) AD model No 1 (ADM1), requires measurements that are not routinely available on sewage sludges. Instead, the sewage sludge is characterised with the COD, carbon, hydrogen, oxygen and nitrogen (CHON) composition and is formulated in mole units, based on conservation of C, N, O, H and COD. The model is calibrated and validated with data from laboratory mesophilic anaerobic digesters operating from 7 to 20 d sludge age and fed a sewage primary and humus sludge mixture. These digesters yielded COD mass balances between 107-109% and N mass balances between 91-99%, and hence the experimental data is accepted as reasonable. The sewage sludge COD is found to be 32-36% unbiodegradable (depending on the kinetic formulation-selected for the hydrolysis process) and to have a C3.5H7O2N0.196 composition. For the selected hydrolysis kinetics of surface mediated reaction (Contois), with a single set of kinetic and stoichiometric constants, for all retention times good correlation is obtained between predicted and measured results for: (i) COD; (ii) free and saline ammonia (FSA); (iii) short chain fatty acids (SCFA); (iv) H2CO3 * alkalinity; (v) pH of the effluent stream; (vi) CO2; and (vii) CH4 gases in the gas stream. The measured composition of primary sludge from two local wastewater treatment plants ranged between C3.38H7O1.91N0.21 and C3.91H7O2.04N0.16. The predicted composition based on mass balances is therefore within 5% of the average measured composition providing persuasive validation of the model.
机译:厌氧消化(AD)的生物动力学过程被整合到三相混合弱酸/碱化学动力学模型的两相子集中。正如国际水协会(IWA)AD模型1(ADM1)所做的那样,将污水污泥表征为碳水化合物,脂质和蛋白质的方法要求对污水污泥进行常规测量。取而代之的是,污水污泥以COD,碳,氢,氧和氮(CHON)组成为特征,并基于C,N,O,H和COD的守恒以摩尔单位配制。该模型已通过实验室中温厌氧消化池的数据进行了校准和验证,该池在7至20 d的污泥龄运行,并向污水中添加了初级污泥和腐殖质污泥混合物。这些蒸煮器产生的COD质量平衡为107-109%,N质量平衡为91-99%,因此实验数据被认为是合理的。发现污水污泥的化学需氧量不可生物降解(取决于为水解过程选择的动力学配方)为32-36%,并具有C3.5H7O2N0.196组成。对于选择的表面介导反应(Contois)的水解动力学,具有一组动力学和化学计量常数,对于所有保留时间,在以下方面的预测结果与测量结果之间均具有良好的相关性: (ii)游离氨和盐水氨(FSA); (iii)短链脂肪酸(SCFA); (iv)H2CO3 *碱度; (v)废水的pH值; (vi)二氧化碳; (vii)气流中的CH4气体。从两个当地废水处理厂测得的初级污泥组成介于C3.38H7O1.91N0.21和C3.91H7O2.04N0.16之间。因此,基于质量平衡的预测组成在平均测量组成的5%范围内,从而提供了有说服力的模型验证。

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