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Development of a flocculation sub-model for a 3-D CFD model based on rectangular settling tanks

机译:基于矩形沉淀池的3-D CFD模型絮凝子模型的开发

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摘要

To assess performance and evaluate alternatives to improve the efficiency of rectangular Gould IIntype final settling tanks (FSTs), New York City Department of Environmental Protection and CitynCollege of NY developed a 3D computer model depicting the actual structural configuration of thentanks and the current and proposed hydraulic and solids loading rates. Fluent 6.3.26t was thenbase platform for the computational fluid dynamics (CFD) model, for which sub-models of the SSnsettling characteristics, turbulence, flocculation and rheology were incorporated. This wasnsupplemented by field and bench scale experiments to quantify the coefficients integral to thensub-models. The 3D model developed can be used to consider different baffle arrangements,nsludge withdrawal mechanisms and loading alternatives to the FSTs. Flocculation in the front halfnof the rectangular tank especially in the region before and after the inlet baffle is one of the vitalnparameters that influences the capture efficiency of SS. Flocculation could be further improved byncapturing medium and small size particles by creating an additional zone with an in-tank baffle.nThis was one of the methods that was adopted in optimizing the performance of the tank wherenthe CCNY 3D CFD model was used to locate the in-tank baffle position. This paper describes thendevelopment of the flocculation sub-model and the relationship of the flocculation coefficients innthe known Parker equation to the initial mixed liquor suspended solids (MLSS) concentration X0.nA new modified equation is proposed removing the dependency of the breakup coefficient to theninitial value of X0 based on preliminary data using normal and low concentration mixed liquornsuspended solids values in flocculation experiments performed.
机译:为了评估性能并评估替代方案以提高矩形Gould IIntype最终沉降池(FST)的效率,纽约市环境保护局和纽约Citynegeege开发了3D计算机模型,描绘了罐的实际结构配置以及当前和拟议的液压系统和固体装载率。然后,Fluent 6.3.26t是计算流体动力学(CFD)模型的基础平台,该模型包含了SS沉降特性,湍流,絮凝和流变学的子模型。实地和实验规模的实验对此进行了补充,以量化随后模型的积分系数。开发的3D模型可用于考虑不同的挡板布置,污泥排出机制以及FST的装载替代方案。矩形水箱前半部的絮凝,特别是在进口挡板前后的絮凝是影响SS捕集效率的重要参数之一。通过在罐内设置一个额外的挡板来捕获中小颗粒,可以进一步改善絮凝效果。这是在使用CCNY 3D CFD模型确定罐体位置时优化罐体性能的方法之一。 -坦克挡板位置。本文描述了絮凝子模型的发展以及已知的Parker方程中絮凝系数与初始混合液悬浮物(MLSS)浓度X0的关系。提出了一个新的修正方程,消除了分解系数对初始值的依赖性。基于絮凝实验中使用的正常和低浓度混合液悬浮固体值的初步数据确定X0。

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  • 来源
    《Water Science and Technology》 |2011年第2期|p.213-219|共7页
  • 作者单位

    M. GongS. XanthosK. RamalingamJ. FillosDepartment of Civil Engineering,City College of City University of New York,140th Street & Convent Avenue,New York,NY 10031,USAK. Ramalingam (Corresponding author)Department of Civil andEnvironmental Engineering,The City College of The City University of NYE-mail: krish@ce.ccny.cuny.eduK. BeckmannA. DeurNew York City Department of EnvironmentalProtection (NYCDEP),New York,NY 11373,USAJ. A. McCorquodaleDepartment of Civil & Environmental Engineering,University of New Orleans,New Orleans,LA 70148,USA;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    CFD modeling, Final Settlings Tanks (FSTs), flocculation;

    机译:CFD建模;最终沉淀池(FST);絮凝;

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