The insightful water quality analysis and predictive model establishment via machine learning in dual-source drinking water distribution system.

Journal: Environmental research
PMID:

Abstract

Dual-source drinking water distribution systems (DWDS) over single-source water supply systems are becoming more practical in providing water for megacities. However, the more complex water supply problems are also generated, especially at the hydraulic junction. Herein, we have sampled for a one-year and analyzed the water quality at the hydraulic junction of a dual-source DWDS. The results show that visible changes in drinking water quality, including turbidity, pH, UV, DOC, residual chlorine, and trihalomethanes (TMHs), are observed at the sample point between 10 and 12 km to one drinking water plant. The average concentration of residual chlorine decreases from 0.74 ± 0.05 mg/L to 0.31 ± 0.11 mg/L during the water supplied from 0 to 10 km and then increases to 0.75 ± 0.05 mg/L at the end of 22 km. Whereas the THMs shows an opposite trend, the concentration reaches to a peak level at hydraulic junction area (10-12 km). According to parallel factor (PARAFAC) and high-performance size-exclusion chromatography (HPSEC) analysis, organic matters vary significantly during water distribution, and tryptophan-like substances and amino acids are closely related to the level of THMs. The hydraulic junction area is confirmed to be located at 10-12 km based on the water quality variation. Furthermore, data-driven models are established by machine learning (ML) with test R higher than 0.8 for THMs prediction. And the SHAP analysis explains the model results and identifies the positive (water temperature and water supply distance) and negative (residual chlorine and pH) key factors influencing the THMs formation. This study conducts a deep understanding of water quality at the hydraulic junction areas and establishes predictive models for THMs formation in dual-sources DWDS.

Authors

  • Huiping Li
    Key Laboratory of Yangtze River Water Environment, Ministry of Education, College of Environmental Science and Engineering, Tongji University, Shanghai, 200092, China.
  • Baiqin Zhou
    Gansu Academy of Eco-environmental Sciences, Lanzhou, 730030, China; School of Municipal and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen, 518055, China. Electronic address: ziegler.zhou@foxmail.com.
  • Xiaoyan Xu
    School of Control Science and Engineering, Shandong University, Jinan 250061, China.
  • Ranran Huo
    Suzhou Industrial Park Qingyuan Hong Kong & China Water Co. Ltd., Suzhou, 215021, China.
  • Ting Zhou
    Department of Nephrology, Shanghai Jiao Tong University Affiliated Sixth People's Hospital, Shanghai, China.
  • Xiaochen Dong
    Suzhou Industrial Park Qingyuan Hong Kong & China Water Co. Ltd., Suzhou, 215021, China.
  • Cheng Ye
    Department of Computer Science, Vanderbilt University, 2301 Vanderbilt Place, PMB 351679, Nashville, TN, 37235-1679, USA. cheng.ye.1@vumc.org.
  • Tian Li
    College of Plant Protection, Southwest University, Chongqing, China.
  • Li Xie
    Department of Pharmacy The First People's Hospital of Yunnan Province, The Affiliated Hospital of Kunming University of Science and Technology Kunming China.
  • Weihai Pang
    Key Laboratory of Yangtze River Water Environment, Ministry of Education, College of Environmental Science and Engineering, Tongji University, Shanghai, 200092, China. Electronic address: pangweihai@tongji.edu.cn.