Article(id=1314922069586960885, tenantId=1146029695717560320, journalId=1234093305789726721, issueId=1314921940238828053, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1747584000000, receivedDateStr=2025-05-19, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1791431451459, onlineDateStr=2026-10-08, pubDate=1768838400000, pubDateStr=2026-01-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1791431451459, onlineIssueDateStr=2026-10-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1791431451459, creator=13701087609, updateTime=1791431451459, updator=13701087609, issue=Issue{id=1314921940238828053, tenantId=1146029695717560320, journalId=1234093305789726721, year='2026', volume='46', issue='1', pageStart='1', pageEnd='592', issueExtLink='null', onlineDate='null', pubDate='1768838400000', pubDateStr='2026-01-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1791431420621, creator='13701087609', updateTime=1791431552947, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1314922495317210104, tenantId=1146029695717560320, journalId=1234093305789726721, issueId=1314921940238828053, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1314922495317210105, tenantId=1146029695717560320, journalId=1234093305789726721, issueId=1314921940238828053, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=208, endPage=218, ext={EN=ArticleExt(id=1314922069821841910, articleId=1314922069586960885, tenantId=1146029695717560320, journalId=1234093305789726721, language=EN, title=An interpretable machine learning-based model for prediction of THMs and identification of key factors in water supply networks, columnId=1234106386360103680, journalTitle=China Environmental Science, columnName=Water Pollution Control, runingTitle=null, highlight=null, articleAbstract=

A one-year study was carried out to investigate the changes in water quality parameters such as water temperature, residual chlorine, turbidity, pH, UV254, dissolved organic carbon (DOC) and trihalomethanes(THMs) along the main pipe of a regional water supply system in Suzhou (2km sampling interval). The results of spatial scale analysis showed that the concentration of THMs at the end of the water supply pipe network at 8~10km was at a relatively high level; the results of time scale analysis showed that the concentration of THMs at the end of the water supply pipe network reaches the highest peak in June, with the concentration of 39.06μg/L. Four typical machine learning algorithms were selected to construct the prediction model of THMs in the pipe network, and the interpretable gradient boosting tree (GBDT) algorithm was able to effectively avoid model overfitting, and the R2 of the four THMs prediction accuracies reached 0.839, 0.906, 0.836, and 0.935, respectively. The further application of Shapley's additional explanation (SHAP) to the global analysis of the GBDT model revealed that the water temperature, UV254, DOC, and the distance of the water supply were positively correlated with the generation of THMs, while the residual chlorine showed a significant negative correlation with the THMs. The local analysis of SHAP showed that residual chlorine concentration in the water supply network lower than 0.45, 0.55 and 0.55mg/L can significantly reduce the influence weights of residual chlorine on TCM, BDCM and DBCM. Based on the data-driven model constructed in this study, the generation concentration of THMs can be efficiently predicted by environmental factors, and the residual chlorine dosage can be controlled in real time to prevent the over-generation of THMs in summer or at the end of the pipe network.

, authors=Xiao-yan XU1, Ran-ran HUO1, Hui-ping LI2, *, Bai-qin ZHOU3, Zhen-qi DU4, Wei-hai PANG2, Ting ZHOU1, Xiao-chen DONG1, Ya-xian LI1, authorsList=Xiao-yan XU, Ran-ran HUO, Hui-ping LI, Bai-qin ZHOU, Zhen-qi DU, Wei-hai PANG, Ting ZHOU, Xiao-chen DONG, Ya-xian LI, authorCompany=null, correspAuthors=Hui-ping LI, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1314922070367101431, articleId=1314922069586960885, tenantId=1146029695717560320, journalId=1234093305789726721, language=CN, title=基于可解释机器学习的供水管网三卤甲烷浓度预测及关键驱动因子识别模型, columnId=1234106386565624579, journalTitle=中国环境科学, columnName=水污染与控制, runingTitle=null, highlight=null, articleAbstract=

以苏州某区域供水系统主干管(采样节点间距2km)为研究对象,对干管的水温,余氯,浊度,pH值,UV254和溶解性有机碳(DOC)和THMs等多项水质参数沿程变化开展了为期一年的系统性调查研究.空间尺度分析结果表明,供水管网末端8~10km处的THMs浓度处于相对较高水平;时间尺度分析结果表明,供水管网末端THMs的浓度在6月达到最高峰,浓度为39.06μg/L.选择4种典型机器学习算法构建管网THMs预测模型,可解释的梯度提升树(GBDT)算法能够有效避免模型过拟合,对4种THMs预测精度的R2分别达到0.839,0.906,0.836和0.935.进一步应用Shapley附加解释(SHAP)对GBDT模型对全局解析发现,水温,UV254,DOC和供水距离与THMs生成呈正相关关系,余氯与THMs呈显著负相关关系;SHAP的局部解析表明,供水管网中余氯浓度低于0.45,0.55和0.55mg/L时可显著降低余氯对TCM,BDCM和DBCM的影响权重.基于本研究构建的数据驱动模型,可通过环境因子高效预测THMs的生成浓度,并实时控制余氯投加量防止夏季或管网末端的THMs过量生成.

, authors=徐小燕1, 霍冉冉1, 李惠平2, *, 周佰勤3, 杜振齐4, 庞维海2, 周婷1, 董晓晨1, 李亚仙1, authorsList=徐小燕, 霍冉冉, 李惠平, 周佰勤, 杜振齐, 庞维海, 周婷, 董晓晨, 李亚仙, authorCompany=null, correspAuthors=李惠平, authorNote=

徐小燕(1979-),女,江苏如东人,工程师,学士,主要研究方向为水质检测及水处理技术..

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* 责任作者,博士研究生,
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基于可解释机器学习的供水管网三卤甲烷浓度预测及关键驱动因子识别模型
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徐小燕 1 , 霍冉冉 1 , 李惠平 2, * , 周佰勤 3 , 杜振齐 4 , 庞维海 2 , 周婷 1 , 董晓晨 1 , 李亚仙 1
中国环境科学 | 水污染与控制 2026,46(1): 208-218
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中国环境科学 |水污染与控制 2026 , 46 (1) : 208 -218
基于可解释机器学习的供水管网三卤甲烷浓度预测及关键驱动因子识别模型
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徐小燕1 , 霍冉冉1, 李惠平2, * , 周佰勤3, 杜振齐4, 庞维海2, 周婷1, 董晓晨1, 李亚仙1
作者信息
  • 1.苏州工业园区清源华衍水务有限公司,江苏 苏州 215021
  • 2.同济大学环境科学与工程学院,上海 200092
  • 3.哈尔滨工业大学(深圳)土木与环境工程学院,广东 深圳 518055
  • 4.山东建筑大学市政与环境工程学院,山东 济南 250101
通讯作者:
* 责任作者,博士研究生,
作者简介:

徐小燕(1979-),女,江苏如东人,工程师,学士,主要研究方向为水质检测及水处理技术..

An interpretable machine learning-based model for prediction of THMs and identification of key factors in water supply networks
Xiao-yan XU1 , Ran-ran HUO1, Hui-ping LI2, * , Bai-qin ZHOU3, Zhen-qi DU4, Wei-hai PANG2, Ting ZHOU1, Xiao-chen DONG1, Ya-xian LI1
Affiliations
  • 1.Suzhou Industrial Park Qingyuan Hong Kong & China Water Co. Ltd., Suzhou 215021, China
  • 2.School of Environmental Science and Engineering, Tongji University, Shanghai 200092, China
  • 3.School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China
  • 4.School of Municipal and Environmental Engineering, Shandong University of Architecture, Jinan 250101, China
出版时间: 2026-01-20
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以苏州某区域供水系统主干管(采样节点间距2km)为研究对象,对干管的水温,余氯,浊度,pH值,UV254和溶解性有机碳(DOC)和THMs等多项水质参数沿程变化开展了为期一年的系统性调查研究.空间尺度分析结果表明,供水管网末端8~10km处的THMs浓度处于相对较高水平;时间尺度分析结果表明,供水管网末端THMs的浓度在6月达到最高峰,浓度为39.06μg/L.选择4种典型机器学习算法构建管网THMs预测模型,可解释的梯度提升树(GBDT)算法能够有效避免模型过拟合,对4种THMs预测精度的R2分别达到0.839,0.906,0.836和0.935.进一步应用Shapley附加解释(SHAP)对GBDT模型对全局解析发现,水温,UV254,DOC和供水距离与THMs生成呈正相关关系,余氯与THMs呈显著负相关关系;SHAP的局部解析表明,供水管网中余氯浓度低于0.45,0.55和0.55mg/L时可显著降低余氯对TCM,BDCM和DBCM的影响权重.基于本研究构建的数据驱动模型,可通过环境因子高效预测THMs的生成浓度,并实时控制余氯投加量防止夏季或管网末端的THMs过量生成.

供水管网  /  余氯  /  供水距离  /  THMs  /  机器学习  /  SHAP分析

A one-year study was carried out to investigate the changes in water quality parameters such as water temperature, residual chlorine, turbidity, pH, UV254, dissolved organic carbon (DOC) and trihalomethanes(THMs) along the main pipe of a regional water supply system in Suzhou (2km sampling interval). The results of spatial scale analysis showed that the concentration of THMs at the end of the water supply pipe network at 8~10km was at a relatively high level; the results of time scale analysis showed that the concentration of THMs at the end of the water supply pipe network reaches the highest peak in June, with the concentration of 39.06μg/L. Four typical machine learning algorithms were selected to construct the prediction model of THMs in the pipe network, and the interpretable gradient boosting tree (GBDT) algorithm was able to effectively avoid model overfitting, and the R2 of the four THMs prediction accuracies reached 0.839, 0.906, 0.836, and 0.935, respectively. The further application of Shapley's additional explanation (SHAP) to the global analysis of the GBDT model revealed that the water temperature, UV254, DOC, and the distance of the water supply were positively correlated with the generation of THMs, while the residual chlorine showed a significant negative correlation with the THMs. The local analysis of SHAP showed that residual chlorine concentration in the water supply network lower than 0.45, 0.55 and 0.55mg/L can significantly reduce the influence weights of residual chlorine on TCM, BDCM and DBCM. Based on the data-driven model constructed in this study, the generation concentration of THMs can be efficiently predicted by environmental factors, and the residual chlorine dosage can be controlled in real time to prevent the over-generation of THMs in summer or at the end of the pipe network.

water supply network  /  residual chlorine  /  distance to water supply  /  THMs  /  machine learning  /  SHAP analysis
徐小燕, 霍冉冉, 李惠平, 周佰勤, 杜振齐, 庞维海, 周婷, 董晓晨, 李亚仙. 基于可解释机器学习的供水管网三卤甲烷浓度预测及关键驱动因子识别模型. 中国环境科学, 2026 , 46 (1) : 208 -218 .
Xiao-yan XU, Ran-ran HUO, Hui-ping LI, Bai-qin ZHOU, Zhen-qi DU, Wei-hai PANG, Ting ZHOU, Xiao-chen DONG, Ya-xian LI. An interpretable machine learning-based model for prediction of THMs and identification of key factors in water supply networks[J]. China Environmental Science, 2026 , 46 (1) : 208 -218 .
  • 应急管理部四川消防研究所基科费项目(20238814Z)
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  • 接收时间:2025-05-19
  • 首发时间:2026-10-08
  • 出版时间:2026-01-20
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  • 收稿日期:2025-05-19
基金
应急管理部四川消防研究所基科费项目(20238814Z)
作者信息
    1.苏州工业园区清源华衍水务有限公司,江苏 苏州 215021
    2.同济大学环境科学与工程学院,上海 200092
    3.哈尔滨工业大学(深圳)土木与环境工程学院,广东 深圳 518055
    4.山东建筑大学市政与环境工程学院,山东 济南 250101

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* 责任作者,博士研究生,
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
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