芝加哥地区水道系统曝气和增流的操作指南——一个案例研究

IF 3.7 Q1 WATER RESOURCES Water science and engineering Pub Date : 2023-03-29 DOI:10.1016/j.wse.2023.03.003
Charles S. Melching , Jennifer Wasik , Ed Staudacher , Thomas Minarik
{"title":"芝加哥地区水道系统曝气和增流的操作指南——一个案例研究","authors":"Charles S. Melching ,&nbsp;Jennifer Wasik ,&nbsp;Ed Staudacher ,&nbsp;Thomas Minarik","doi":"10.1016/j.wse.2023.03.003","DOIUrl":null,"url":null,"abstract":"<div><p>The Chicago Area Waterway System (CAWS) is a 133.9 km branching network of navigable waterways controlled by hydraulic structures, in which the majority of the flow is treated wastewater effluent and there are periods of substantial combined sewer overflows. The CAWS comprises a network of effluent dominated streams. More stringent dissolved oxygen (DO) standards and a reduced flow augmentation allowance have been recently applied to the CAWS. Therefore, a carefully calibrated and verified one-dimensional flow and water quality model was applied to the CAWS to determine emission-based real-time control guidelines for the operation of flow augmentation and aeration stations. The goal of these guidelines was to attain DO standards at least 95% of the time. The “optimal” guidelines were tested for representative normal, dry, and wet years. The finally proposed guidelines were found in the simulations to attain the 95% target for nearly all locations in the CAWS for the three test years. The developed operational guidelines have been applied since 2018 and have shown improved attainment of the DO standards throughout the CAWS while at the same time achieving similar energy use at the aeration stations on the Calumet River system, greatly lowered energy use on the Chicago River system, and greatly lowered discretionary diversion from Lake Michigan, meeting the recently enacted lower amount of allowed annual discretionary diversion. This case study indicates that emission-based real-time control developed from a well calibrated model holds potential to help many receiving water bodies achieve high attainment of water quality standards.</p></div>","PeriodicalId":23628,"journal":{"name":"Water science and engineering","volume":"16 4","pages":"Pages 345-358"},"PeriodicalIF":3.7000,"publicationDate":"2023-03-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S1674237023000492/pdfft?md5=242e88eb551977da2ededd4fed78b2fb&pid=1-s2.0-S1674237023000492-main.pdf","citationCount":"0","resultStr":"{\"title\":\"Operational guidance for aeration and flow augmentation for the Chicago Area Waterway System—A case study\",\"authors\":\"Charles S. Melching ,&nbsp;Jennifer Wasik ,&nbsp;Ed Staudacher ,&nbsp;Thomas Minarik\",\"doi\":\"10.1016/j.wse.2023.03.003\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The Chicago Area Waterway System (CAWS) is a 133.9 km branching network of navigable waterways controlled by hydraulic structures, in which the majority of the flow is treated wastewater effluent and there are periods of substantial combined sewer overflows. The CAWS comprises a network of effluent dominated streams. More stringent dissolved oxygen (DO) standards and a reduced flow augmentation allowance have been recently applied to the CAWS. Therefore, a carefully calibrated and verified one-dimensional flow and water quality model was applied to the CAWS to determine emission-based real-time control guidelines for the operation of flow augmentation and aeration stations. The goal of these guidelines was to attain DO standards at least 95% of the time. The “optimal” guidelines were tested for representative normal, dry, and wet years. The finally proposed guidelines were found in the simulations to attain the 95% target for nearly all locations in the CAWS for the three test years. The developed operational guidelines have been applied since 2018 and have shown improved attainment of the DO standards throughout the CAWS while at the same time achieving similar energy use at the aeration stations on the Calumet River system, greatly lowered energy use on the Chicago River system, and greatly lowered discretionary diversion from Lake Michigan, meeting the recently enacted lower amount of allowed annual discretionary diversion. This case study indicates that emission-based real-time control developed from a well calibrated model holds potential to help many receiving water bodies achieve high attainment of water quality standards.</p></div>\",\"PeriodicalId\":23628,\"journal\":{\"name\":\"Water science and engineering\",\"volume\":\"16 4\",\"pages\":\"Pages 345-358\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2023-03-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://www.sciencedirect.com/science/article/pii/S1674237023000492/pdfft?md5=242e88eb551977da2ededd4fed78b2fb&pid=1-s2.0-S1674237023000492-main.pdf\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Water science and engineering\",\"FirstCategoryId\":\"1087\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1674237023000492\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"WATER RESOURCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Water science and engineering","FirstCategoryId":"1087","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1674237023000492","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"WATER RESOURCES","Score":null,"Total":0}
引用次数: 0

摘要

芝加哥地区水道系统(CAWS)是一个由水工结构控制的133.9公里的可通航水道分支网络,其中大部分流量是处理过的废水,并且存在大量合并下水道溢出的时期。污水处理系统包括一个由污水控制的河流网络。最近,更严格的溶解氧(DO)标准和减少的流量增加津贴被应用于CAWS。因此,将经过精心校准和验证的一维流量和水质模型应用于CAWS,以确定基于排放的流量增强站和曝气站运行实时控制准则。这些指导方针的目标是至少95%的时间达到DO标准。对具有代表性的正常、干燥和潮湿年份的“最佳”指南进行了测试。在模拟中发现,在三个测试年里,CAWS几乎所有地点的最终建议准则都达到了95%的目标。自2018年以来,开发的操作指南已经应用,并且在整个CAWS中改善了DO标准的实现,同时在Calumet河系统的曝气站实现了类似的能源使用,大大降低了芝加哥河系统的能源使用,并大大降低了密歇根湖的任意导流,满足了最近颁布的较低的允许年度任意导流量。该案例研究表明,基于排放的实时控制,从一个校准良好的模型中开发出来,具有帮助许多接收水体达到高水质标准的潜力。
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
Operational guidance for aeration and flow augmentation for the Chicago Area Waterway System—A case study

The Chicago Area Waterway System (CAWS) is a 133.9 km branching network of navigable waterways controlled by hydraulic structures, in which the majority of the flow is treated wastewater effluent and there are periods of substantial combined sewer overflows. The CAWS comprises a network of effluent dominated streams. More stringent dissolved oxygen (DO) standards and a reduced flow augmentation allowance have been recently applied to the CAWS. Therefore, a carefully calibrated and verified one-dimensional flow and water quality model was applied to the CAWS to determine emission-based real-time control guidelines for the operation of flow augmentation and aeration stations. The goal of these guidelines was to attain DO standards at least 95% of the time. The “optimal” guidelines were tested for representative normal, dry, and wet years. The finally proposed guidelines were found in the simulations to attain the 95% target for nearly all locations in the CAWS for the three test years. The developed operational guidelines have been applied since 2018 and have shown improved attainment of the DO standards throughout the CAWS while at the same time achieving similar energy use at the aeration stations on the Calumet River system, greatly lowered energy use on the Chicago River system, and greatly lowered discretionary diversion from Lake Michigan, meeting the recently enacted lower amount of allowed annual discretionary diversion. This case study indicates that emission-based real-time control developed from a well calibrated model holds potential to help many receiving water bodies achieve high attainment of water quality standards.

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
CiteScore
6.60
自引率
5.00%
发文量
573
审稿时长
50 weeks
期刊介绍: Water Science and Engineering journal is an international, peer-reviewed research publication covering new concepts, theories, methods, and techniques related to water issues. The journal aims to publish research that helps advance the theoretical and practical understanding of water resources, aquatic environment, aquatic ecology, and water engineering, with emphases placed on the innovation and applicability of science and technology in large-scale hydropower project construction, large river and lake regulation, inter-basin water transfer, hydroelectric energy development, ecological restoration, the development of new materials, and sustainable utilization of water resources.
期刊最新文献
A missing data processing method for dam deformation monitoring data using spatiotemporal clustering and support vector machine model Perspectives on risk analysis and control for real-time operation of flood control systems Microbial community diversity during algal inhibition using slow-release microcapsules of tea polyphenols Hydrological responses to permafrost degradation on Tibetan Plateau under changing climate A novel approach for quantifying upper reservoir leakage
×
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