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Kinetics and neuro-fuzzy soft computing modelling of river turbid water coag-flocculation using mango (Mangifera indica) kernel coagulant

机译:芒果(Mangifera indica)籽粒凝血剂河浑水凝固杂交絮凝剂的动力学和神经模糊软计算型造型

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摘要

This study investigates kinetics and Adaptive Neuro-Fuzzy Modeling (ANFM) of river turbid water coagulation-flocculation (CF) process using mango kernel coagulant (MKC). CF experiments were performed using jar test apparatus and the process kinetic-transport parameters (coagulation rate constant, half-life time, and particle diffusivity) were determined using kinetic-transport models. Grid-partitioning neuro-fuzzy programming codes were written and implemented in Matlab 9.2 software environment for the development of neuro-fuzzy architecture. The ANFM input data include initial water pH, initial water turbidity, biocoagulant dosage, CF time, and turbidity removal percentage (TRP) as output data. Generalized bell membership function was optimally selected for fuzzification of input variables and a hybrid algorithm was considered for the learning method of input-output data with constant output membership type. The minimum turbidity (0.51 NTU) of treated water was achieved at pH 12 and coagulant dosage of 2.5 mg/L with coagulation rate constant, half-life (t(1/2)) and particle diffusivity 0.0194 s(-1), 10.01 min, and 7.267 x 10(-14) m(2)/s, respectively. The correlation coefficient (R-2) between the experimental and neuro-fuzzy predicted values was 0.9924 and the ratio (K) of training error to testing error was 0.68. Thus, this study shows that ANFM can be used as a reliable tool for modeling river water CF and kinetic-transport parameter results are useful in process design, optimization, and control.
机译:本研究研究了使用芒果核凝结剂(MKC)的河流混浊水凝固 - 絮凝(CF)工艺的动力学和自适应神经模糊建模(ANFM)。使用动力学运输模型测定C罐试验装置和工艺动力学 - 传输参数(凝血率常数,半衰期和粒子扩散率)进行CF实验。网格划分的神经模糊编程代码在Matlab 9.2软件环境中编写和实施,以开发神经模糊架构。 ANFM输入数据包括初始水pH,初始水浊度,生物凝血剂量,CF时间和浊度去除百分比(TRP)作为输出数据。广义贝尔成员函数被最佳选择,以便对输入变量的模糊化,并考虑具有恒定输出成员资格类型的输入输出数据的学习方法的混合算法。处理水的最小浊度(0.51nTU)在pH12和凝结剂剂量为2.5mg / L的凝结剂量,半衰期(T(1/2))和粒子扩散率0.0194 s(-1),10.01分别为7.267 x 10(-14)m(2)/ s。实验和神经模糊预测值之间的相关系数(R-2)为0.9924,训练误差与测试误差的比率(k)为0.68。因此,本研究表明,ANFM可用作建模河水CF的可靠工具,并且动力学传输参数结果可用于工艺设计,优化和控制。

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