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Optimal design parameters for hydraulic vertical flocculation in the package surface water treatment plant

机译:包装表面水处理厂液压垂直絮凝的最佳设计参数

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摘要

After 2003, hundreds projects were completed to provide drinking water to rural areas in most governorates in Iraq. These projects consist of the package water treatment plant, which treats surface water from the Tigris and Euphrates rivers. All the package water treatment plant contains a mechanical flocculators, which suffers from continuous faults and needs periodic maintenance and needs electric energy to operate, which leads to an increase in the cost of water production and lack of quality of water produced. In this project, the possibility of changing the type of flocculators from mechanic to hydraulic was tested for a 100 m3·h–1 package water treatment plant in the Al-Eskan water treatment project in the south of Diwaniyah city in Iraq. There are many challenges facing the design involving findings ways to improve the effi ciency of the flocculation system. Computational Fluid Dynamics (CFD) package, ANSYS Fluent 16.1 software have been used to simulate turbulent fluid flow in hydraulic flocculators for Al-Eskan package water treatmen plants (EPWTP). The flocculator simulations in ANSYS Fluent are used to obtain turbulent kinetic energy dissipation rate to determine the distance between baffles, the quantity of baffles, velocity gradient, residence time, and flocculation performance. The results obtained from ANSYS Fluent simulation are used in designing a hydraulic flocculator, so our finding can be utilized to validate the hydraulic flocculator model. The results confi rmed that the method used to design certain parameters of the tank are fairly accurate. Overall the design of the flocculation tank produced reasonable results which match expected results of hydraulic fl occulation tanks found in literature. The results of the report suggest that a height to baffl e spacing ratio of 22.5 creates intersecting energy dissipation regions that produce the greatest formation of fl ocs per reactor volume.
机译:2003年后,数以百计的项目完成提供饮用水的农村地区在伊拉克的大部分省份。这些项目包括封装水处理厂,它把从底格里斯河和幼发拉底河地表水。所有的包水处理植物含有一个机械絮凝,从连续的故障,其患有并且需要定期维护,需要电能来操作,这导致增加了水的生产成本和缺乏产生的水的质量。在该项目中,从机械改变絮凝的类型的液压的可能性是为一个100立方米·H-1包水处理在迪瓦尼耶城市在伊拉克南部的铝Eskan水处理厂工程测试。有面对涉及调查结果如何改善絮凝系统的艾菲效率进行设计的许多挑战。计算流体动力学(CFD)包,ANSYS流利16.1软件已被用于在液压絮凝模拟湍流流体流动为铝Eskan包水treatmen植物(EPWTP)。在ANSYS流利絮凝模拟可用于获得湍流动能耗散率,以确定挡板,速度梯度,停留时间的量的絮凝性能挡板之间的距离,和。从ANSYS流利仿真所获得的结果在设计的液压絮凝使用,因此我们的发现可以用来验证该液压絮凝模型。结果CONFI Rmed指,该方法用于设计罐的某些参数是相当准确的。整体的絮凝池的设计产生匹配在文献中找到的液压絮凝罐的预期结果,其合理的结果。该报告的结果表明,一个高度bafflÈ间距22.5比创建产生最大的形成每反应器体积FL OCS的能量耗散区域相交。

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    Ali Ghawi;

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  • 年度 2019
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  • 原文格式 PDF
  • 正文语种 pol;eng
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