Mass imbalances in EPANET water-quality simulations.

Q2 Engineering
Michael J Davis, Robert Janke, Thomas N Taxon
{"title":"Mass imbalances in EPANET water-quality simulations.","authors":"Michael J Davis, Robert Janke, Thomas N Taxon","doi":"10.5194/dwes-11-25-2018","DOIUrl":null,"url":null,"abstract":"EPANET is widely employed to simulate water quality in water distribution systems. However, in general, the time-driven simulation approach used to determine concentrations of water-quality constituents provides accurate results only for short water-quality time steps. Overly long time steps can yield errors in concentration estimates and can result in situations in which constituent mass is not conserved. The use of a time step that is sufficiently short to avoid these problems may not always be feasible. The absence of EPANET errors or warnings does not ensure conservation of mass. This paper provides examples illustrating mass imbalances and explains how such imbalances can occur because of fundamental limitations in the water-quality routing algorithm used in EPANET. In general, these limitations cannot be overcome by the use of improved water-quality modeling practices. This paper also presents a preliminary event-driven approach that conserves mass with a water-quality time step that is as long as the hydraulic time step. Results obtained using the current approach converge, or tend to converge, toward those obtained using the preliminary event-driven approach as the water-quality time step decreases. Improving the water-quality routing algorithm used in EPANET could eliminate mass imbalances and related errors in estimated concentrations. The results presented in this paper should be of value to those who perform water-quality simulations using EPANET or use the results of such simulations, including utility managers and engineers.","PeriodicalId":53581,"journal":{"name":"Drinking Water Engineering and Science","volume":"11 1","pages":"25-47"},"PeriodicalIF":0.0000,"publicationDate":"2018-04-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6093308/pdf/nihms1500983.pdf","citationCount":"9","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Drinking Water Engineering and Science","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5194/dwes-11-25-2018","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 9

Abstract

EPANET is widely employed to simulate water quality in water distribution systems. However, in general, the time-driven simulation approach used to determine concentrations of water-quality constituents provides accurate results only for short water-quality time steps. Overly long time steps can yield errors in concentration estimates and can result in situations in which constituent mass is not conserved. The use of a time step that is sufficiently short to avoid these problems may not always be feasible. The absence of EPANET errors or warnings does not ensure conservation of mass. This paper provides examples illustrating mass imbalances and explains how such imbalances can occur because of fundamental limitations in the water-quality routing algorithm used in EPANET. In general, these limitations cannot be overcome by the use of improved water-quality modeling practices. This paper also presents a preliminary event-driven approach that conserves mass with a water-quality time step that is as long as the hydraulic time step. Results obtained using the current approach converge, or tend to converge, toward those obtained using the preliminary event-driven approach as the water-quality time step decreases. Improving the water-quality routing algorithm used in EPANET could eliminate mass imbalances and related errors in estimated concentrations. The results presented in this paper should be of value to those who perform water-quality simulations using EPANET or use the results of such simulations, including utility managers and engineers.

Abstract Image

Abstract Image

Abstract Image

EPANET水质模拟中的质量不平衡。
EPANET被广泛应用于配水系统的水质模拟。然而,一般来说,用于确定水质成分浓度的时间驱动模拟方法只能在较短的水质时间步长内提供准确的结果。过长的时间步长会在浓度估计中产生误差,并可能导致成分质量不守恒的情况。使用足够短的时间步来避免这些问题可能并不总是可行的。没有EPANET错误或警告不能保证质量守恒。本文提供了说明质量不平衡的例子,并解释了由于EPANET中使用的水质路由算法的基本限制,这种不平衡是如何发生的。一般来说,这些限制不能通过使用改进的水质模拟方法来克服。本文还提出了一种初步的事件驱动方法,该方法采用与水力时间步长相同的水质时间步长来节约质量。随着水质时间步长的减小,使用当前方法获得的结果与使用初步事件驱动方法获得的结果收敛或趋于收敛。改进EPANET中使用的水质路由算法可以消除质量不平衡和估计浓度的相关误差。本文给出的结果对于那些使用EPANET进行水质模拟或使用此类模拟结果的人(包括公用事业经理和工程师)应该有价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Drinking Water Engineering and Science
Drinking Water Engineering and Science Environmental Science-Water Science and Technology
CiteScore
3.90
自引率
0.00%
发文量
3
审稿时长
40 weeks
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信