反应器澄清池的两相流模拟

Wen-Jie Yang, Chu-Chuao Wang, Ren-Yi Hsu, Rome-Ming Wu
{"title":"反应器澄清池的两相流模拟","authors":"Wen-Jie Yang,&nbsp;Chu-Chuao Wang,&nbsp;Ren-Yi Hsu,&nbsp;Rome-Ming Wu","doi":"10.1016/j.jcice.2008.01.002","DOIUrl":null,"url":null,"abstract":"<div><p>In this work, hydrodynamic behavior of flow in three different reactor clarifiers was simulated by three-dimensional, multiphase flow model. The primary construction of reactor clarifier was based on the Bansin Water Treatment Plant, Taiwan. This is the traditional construction, and we call it <em>Type A</em>. The other two were designed in such a way as to improve effluent water quality. The traditional clarifier construction was varied in these to make a large well angle (<em>Type B</em>) and a gradually larger inlet pipe (<em>Type C</em>). Solid effluent flux can be calculated directly from this model. The simulation results showed that under the same daily throughput, the <em>Type C</em> construction of clarifier could decrease upflow fluid velocity in the clarifier and, therefore, reduce effluent water turbidity.</p></div>","PeriodicalId":17285,"journal":{"name":"Journal of The Chinese Institute of Chemical Engineers","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2008-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/j.jcice.2008.01.002","citationCount":"9","resultStr":"{\"title\":\"Two-phase flow simulation of reactor clarifiers\",\"authors\":\"Wen-Jie Yang,&nbsp;Chu-Chuao Wang,&nbsp;Ren-Yi Hsu,&nbsp;Rome-Ming Wu\",\"doi\":\"10.1016/j.jcice.2008.01.002\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>In this work, hydrodynamic behavior of flow in three different reactor clarifiers was simulated by three-dimensional, multiphase flow model. The primary construction of reactor clarifier was based on the Bansin Water Treatment Plant, Taiwan. This is the traditional construction, and we call it <em>Type A</em>. The other two were designed in such a way as to improve effluent water quality. The traditional clarifier construction was varied in these to make a large well angle (<em>Type B</em>) and a gradually larger inlet pipe (<em>Type C</em>). Solid effluent flux can be calculated directly from this model. The simulation results showed that under the same daily throughput, the <em>Type C</em> construction of clarifier could decrease upflow fluid velocity in the clarifier and, therefore, reduce effluent water turbidity.</p></div>\",\"PeriodicalId\":17285,\"journal\":{\"name\":\"Journal of The Chinese Institute of Chemical Engineers\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2008-05-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/j.jcice.2008.01.002\",\"citationCount\":\"9\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of The Chinese Institute of Chemical Engineers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S036816530800004X\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of The Chinese Institute of Chemical Engineers","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S036816530800004X","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 9

摘要

本文采用三维多相流模型对三种不同反应器澄清池内的流体力学行为进行了数值模拟。反应器澄清池的初步建设以台湾班信水处理厂为基础。这是传统的建筑,我们称之为a型。另外两种设计是为了改善污水的质量。传统的澄清池结构在这些模型中进行了变化,使井角变大(B型),进水管逐渐变大(C型)。固体流出通量可以直接从该模型中计算出来。模拟结果表明,在相同日处理量的情况下,C型结构可以降低澄清池内向上流动的流体速度,从而降低出水浊度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Two-phase flow simulation of reactor clarifiers

In this work, hydrodynamic behavior of flow in three different reactor clarifiers was simulated by three-dimensional, multiphase flow model. The primary construction of reactor clarifier was based on the Bansin Water Treatment Plant, Taiwan. This is the traditional construction, and we call it Type A. The other two were designed in such a way as to improve effluent water quality. The traditional clarifier construction was varied in these to make a large well angle (Type B) and a gradually larger inlet pipe (Type C). Solid effluent flux can be calculated directly from this model. The simulation results showed that under the same daily throughput, the Type C construction of clarifier could decrease upflow fluid velocity in the clarifier and, therefore, reduce effluent water turbidity.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Editorial Board Ternary diffusion coefficients of monoethanolamine and N-methyldiethanolamine in aqueous solutions Membrane extraction in rectangular modules with external recycle Rate equations and isotherms for two adsorption models Use of surface response methodology to optimize culture conditions for iturin A production by Bacillus subtilis in solid-state fermentation
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1