Department of Civil Engineering, Razi University, Kermanshah, Iran.
Department of Civil Engineering, Razi University, Kermanshah, Iran; Environmental Research Center, Razi University, Kermanshah, Iran.
J Environ Manage. 2019 Jun 15;240:463-474. doi: 10.1016/j.jenvman.2019.03.137. Epub 2019 Apr 5.
Biochemical oxygen demand (BOD), chemical oxygen demand (COD), total dissolved solids (TDS) and total suspended solids (TSS) are the most commonly regulated wastewater effluent parameters. The measurement and prediction of these parameters are essential for assessing the performance and upgrade of wastewater treatment facilities. In this study, a new methodology, combining a linear stochastic model (ARIMA) and nonlinear outlier robust extreme learning machine technique (ORELM) with various preprocesses, is presented to model the quality parameters of effluent wastewater (ARIMA-ORELM). For each of the studied parameters, 144 different (144 × 8 models) linear models (ARIMA) are presented, with the superior model of each parameter being selected based on statistical indices. Moreover, 48 nonlinear models (ORELM) and 48 hybrid models (ARIMA-ORELM) were considered. The use of linear and nonlinear approaches to model the linear and nonlinear terms (respectively) of each time series in the hybrid model increased the efficiency and accuracy of the predictions for all of the time series. The influent wastewater nonlinear TSS model and the effluent COD and BOD models attained the best performance with a high correlation coefficient of 0.95. The use of hybrid models improved the prediction capability of all quality parameters with the best performance being achieved for the effluent BOD model (R = 0.99).
生化需氧量(BOD)、化学需氧量(COD)、总溶解固体(TDS)和总悬浮固体(TSS)是最常用的废水排放标准。这些参数的测量和预测对于评估废水处理设施的性能和升级至关重要。在这项研究中,提出了一种新的方法,将线性随机模型(ARIMA)和具有各种预处理的非线性异常稳健极限学习机技术(ORELM)相结合,用于模拟出水废水的质量参数(ARIMA-ORELM)。对于每个研究参数,提出了 144 种不同的(144×8 种模型)线性模型(ARIMA),并根据统计指标选择每个参数的最优模型。此外,还考虑了 48 种非线性模型(ORELM)和 48 种混合模型(ARIMA-ORELM)。在混合模型中,使用线性和非线性方法分别对每个时间序列的线性和非线性项进行建模,提高了所有时间序列预测的效率和准确性。进水废水非线性 TSS 模型和出水 COD 和 BOD 模型的性能最佳,相关系数高达 0.95。混合模型提高了所有质量参数的预测能力,出水 BOD 模型的性能最佳(R=0.99)。