Issue 1, 2023

Improved VRC-3R model for bulk water residual chlorine decay in the UV/Cl2 process for a water distribution network

Abstract

The combination of UV irradiation and chlorine (UV/Cl2), as a new and efficient process, has been widely applied in drinking water disinfection. In this study, an improved VRC-3R (variable rate coefficient – 3 reactants minus other reactants) residual chlorine decay model was proposed in the UV/Cl2 process in a water distribution network. Firstly, the single-factor experimental method was employed to assess the effects of initial residual chlorine concentration in the UV disinfection stage (C01) and pipe network decay stage (C02), UV intensity (F), inorganic nitrogen ([NO2]), ammonia nitrogen ([NH4+]), and total organic carbon (TOC) on residual chlorine decay during the UV disinfection stage and pipe network decay stage. Next, the response surface method (RSM) was used to establish multivariate functions among the decay coefficients in the UV disinfection stage (k) and pipe network decay stage (K), C01, C02, temperature (T), and pH as correction coefficients. Finally, the model was calibrated using EPANET 2.0. In conclusion, (1) the optimal residual chlorine concentration and UV dose were 7.75 mg L−1 and 50.1 mJ cm−2, respectively; the pipe network disinfection by-product safety was confirmed. (2) The longest hydraulic retention time (HRT) in the pipe network was 5.12 h before the secondary chlorination. (3) The additional decay model by UV irradiation was established by subtracting the residual chlorine decay function with and without UV irradiation using the RSM's fitting results. (4) The calibration function value of the new model for two cases reached δ1win (C) = 0.18, δ1sum (C) = 0.16, δ2win (C) = 0.16 and δ2sum (C) = 0.14 in summer & autumn and spring & winter, respectively, which were less than the minimum (0.33) and standard values (0.25). (5) The residual chlorine concentration at the end of the water distribution network was less than 0.1 mg L−1 in summer & autumn, exhibiting the importance of secondary chlorination to provide a reference for this process's application in water distribution networks.

Graphical abstract: Improved VRC-3R− model for bulk water residual chlorine decay in the UV/Cl2 process for a water distribution network

Associated articles

Supplementary files

Article information

Article type
Paper
Submitted
20 Aug 2022
Accepted
08 Nov 2022
First published
01 Dec 2022

Environ. Sci.: Water Res. Technol., 2023,9, 308-330

Improved VRC-3R model for bulk water residual chlorine decay in the UV/Cl2 process for a water distribution network

H. Wang, B. Wang, Y. Peng, J. C. Crittenden, H. Pan and L. Wang, Environ. Sci.: Water Res. Technol., 2023, 9, 308 DOI: 10.1039/D2EW00647B

To request permission to reproduce material from this article, please go to the Copyright Clearance Center request page.

If you are an author contributing to an RSC publication, you do not need to request permission provided correct acknowledgement is given.

If you are the author of this article, you do not need to request permission to reproduce figures and diagrams provided correct acknowledgement is given. If you want to reproduce the whole article in a third-party publication (excluding your thesis/dissertation for which permission is not required) please go to the Copyright Clearance Center request page.

Read more about how to correctly acknowledge RSC content.

Social activity

Spotlight

Advertisements