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Ozone Mass Transfer Analysis of an Injector with aFlash Mix Reactor

机译:带快速混合反应器的注射器的臭氧传质分析

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摘要

Ozone treatment is among the most advanced treatment processesrnapplied for water and wastewater treatment. In order to achieve higherrnlevel of treatment, ozone gas must be dissolved effectively and rapidlyrninto the liquid phase. Therefore, advancements in the area of ozonerncontacting technology are needed. A joint University of Alberta/MazzeirnInjector Corporation (MIC) experimental study investigated the ozonernmass transfer efficiency in the GDT? process. In this process, a flashrnmix reactor following an MIC? injector was used for ozone dissolution.rnThe objectives of this study were to determine the autodecompositionrnkinetics of the sample liquid (tap water), the mixing characteristicsrninside the flash mix system, and the ozone mass transfer characteristicsrnof the flash mix system at low to high ozone feed gas concentrations.rnThe ozone transfer efficiency (OTE) and the volumetric liquid massrntransfer coefficient (kLa) were obtained as measures of the ozone massrntransfer under a wide range of operating conditions. Liquid flow ratesrnranged from 18.5 to 38.8 Lmin-1 -with the gas-to-liquid ratio in thernrange of 0.003 to 0.237. The back pressure on the system was variedrnfrom 24.8 to 102.0 kPa. High ozone mass transfer efficiency wasrnachieved in the GDT? process. A comparison between thernperformance of this ozone dissolving process and other existingrnprocesses is presented. Mechanistic models were developed and testedrnfor predicting the performance of the ozone mass transfer process in the
机译:臭氧处理是应用于水和废水处理的最先进的处理方法之一。为了达到更高的处理水平,必须将臭氧气体有效且迅速地溶解到液相中。因此,需要臭氧接触技术领域的进步。阿尔伯塔大学/ MazzeirnInjector公司(MIC)的联合实验研究调查了GDT中臭氧的传质效率。处理。在此过程中,采用MIC?本研究的目的是确定样品液体(自来水)的自分解动力学,闪蒸混合系统内部的混合特性以及在低至高臭氧进料下闪蒸混合系统的臭氧传质特性。获得了臭氧转移效率(OTE)和体积液体传质系数(kLa),作为在各种操作条件下进行臭氧传质的量度。液体流速在18.5至38.8 Lmin-1的范围内,气液比在0.003至0.237的范围内。系统的背压在24.8 kPa至102.0 kPa之间变化。在GDT中实现了较高的臭氧传质效率?处理。介绍了该臭氧溶解工艺与其他现有工艺的性能之间的比较。为了预测臭氧传质过程中的性能,开发和测试了力学模型。

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  • 来源
  • 会议地点 Las Vegas NV(US)
  • 作者单位

    Department of Civil and Environmental Engineering, University of Alberta,rnEdmonton, Alberta, Canada T6G 2M8;

    Department of Civil and Environmental Engineering, University of Alberta,rnEdmonton, Alberta, Canada T6G 2M8;

    Department of Civil and Environmental Engineering, University of Alberta,rnEdmonton, Alberta, Canada T6G 2M8;

    Department of Civil Engineering Department, Al-Azhar University, Cairo, Egypt;

    GDT Water Process Corporation, 20805 North 19th Avenue, Suite #1,rnPhoenix, Arizona 85027, USA;

    Mazzei Injector Corporation, 500 Rooster Drive,rnBakersfield, California 93307-9555, USA;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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  • 入库时间 2022-08-26 14:04:37

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