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Mathematical model for power consumption at mixing of industrial and domestic wastewater sludge

机译:工业和生活污水污泥混合时的功耗数学模型

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Physical investigations have been carried out to characterize the power consumption in a laboratoryautoclave vessel equipped with an anchor impeller (diameter d = 0.068 mm), without baffles, at 8 speed ratio,from 100 to 800 rpm. The laminar flow regime was investigated using sludge proceeding from the treatment ofmixed industrial and domestic wastewater, with a view to its subsequent processing: mixing, filtration,dewatering. The mathematical modeling focused on finding an accurate equation linking the Power number (Np)and the Reynolds number (Re) at different levels (H) of sludge in the vessel.The rheological curves indicate that the sludge have non-Newtonian behaviors which are better described by theHerschel-Buckley model. The models resulted from the Np variation versus Re are power functiontype bpN = a ? Re , where the coefficient a is a linear functions of H/d ratio and b = -1.016 have a constant value
机译:已经进行了物理研究,以表征配备有不带挡板的锚定叶轮(直径d = 0.068 mm)的实验室高压釜中以100至800 rpm的8速比运行时的功耗。使用从混合工业废水和生活污水处理开始的污泥研究了层流状态,以期对其进行后续处理:混合,过滤,脱水。数学模型的重点是找到一个精确的方程,该方程将容器中不同污泥水平(H)的幂数(Np)和雷诺数(Re)联系起来。流变曲线表明,污泥具有非牛顿行为,更好由Herschel-Buckley模型描述。由Np变化对Re得出的模型是幂函数类型bpN = a? Re,其中系数a是H / d比的线性函数,b = -1.016具有恒定值

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