| Literature DB >> 35519123 |
Huihui Zhao1, Linyan Yang1,2,3, Yejin Li1, Weibo Xue1, Kai Li1, Yingqi Xie1, Shujuan Meng4, Guomin Cao1,2,3.
Abstract
A prevalent group of disinfection by-products (DBPs), i.e., haloacetic acids (HAAs), have raised significant public concern due to their high frequency of occurrence, considerable concentrations and potent toxicity. This study investigated the environmental occurrence of HAAs and the corresponding predicted human exposure to two important water matrices where humans are frequently and long-term exposed, i.e., swimming pool waters (SPWs) and drinking waters (DWs), in Shanghai, China. The sum of five HAAs in SPWs was 241 μg L-1 on average (dominated by dichloroacetic acid (DCAA) and trichloroacetic acid (TCAA)), four times as much as its maximum contaminant level (MCL) regulated by the Environmental Protection Agency (EPA) in DWs. The maximum HAA concentration in DWs was 35 μg L-1, with chloroacetic acid (CAA) as the most dominant compound. The higher concentrations (reflected by total organic carbon (TOC), dissolved organic carbon (DOC), and UV254) and more categories (body fluids and personal care products in addition to natural organic matter) of organic contaminants and the higher chlorine in SPWs should be responsible for the differentiated HAA yield and speciation. The qualification rates of samples have been evaluated. The power function models correlating HAAs with multiple water quality parameters were developed with correlation coefficients of 0.614 and 0.798 for SPWs and DWs respectively. These models may provide the preliminary insights on how to minimize HAA formation by grasping the relative importance of each parameter and how to build the framework to predict HAA formation in untreated source water or SPWs subjected to chlorination. The predicted carcinogenic and non-carcinogenic risks of humans exposed to SPWs and DWs with HAAs were within the acceptable levels. This journal is © The Royal Society of Chemistry.Entities:
Year: 2020 PMID: 35519123 PMCID: PMC9055658 DOI: 10.1039/d0ra02389b
Source DB: PubMed Journal: RSC Adv ISSN: 2046-2069 Impact factor: 4.036
Water quality standards for SPWs (CJ/T 244-2016) and DWs (GB 5749-2006)a
| Parameters | Unit | SPWs | DWs |
|---|---|---|---|
| DCAA | μg L−1 | N.A. | <50 |
| TCAA | μg L−1 | N.A. | <100 |
| Free chlorine | mg L−1 | 0.3–1.0 | ≥0.05 |
| Combined chlorine | mg L−1 | <0.4 | N.A. |
| Turbidity | NTU | ≤0.5 | ≤1.0 |
| TOC | mg L−1 | N.A. | <5 |
| pH | — | 7.2–7.8 | 6.5–8.5 |
N.A. indicates that the parameter is not included in the standard.
Fig. 1The HAA concentrations in SPWs (A) and DWs (B). The dash line reveals the MCL of HAAs regulated by EPA in DWs.
The characteristics of SPWs and DWsa
| Parameters | Unit | SPWs | DWs |
|---|---|---|---|
| Free chlorine | mg L−1 | 0.5 ± 0.5 (<0.05–2.0) | 0.3 ± 0.3 (<0.05–0.9) |
| Combined chlorine | mg L−1 | 0.4 ± 0.4 (0.1–1.4) | 0.2 ± 0.2 (N.A. |
| Total chlorine | mg L−1 | 0.9 ± 0.7 (0.2–3.0) | 0.5 ± 0.4 (<0.05–1.0) |
| Conductivity | μs cm−1 | 766 ± 464 (394–2188) | 397 ± 84 (337–593) |
| pH | — | 7.5 ± 0.3 (6.9–8.1) | 7.6 ± 0.2 (7.3–8.0) |
| UV254 | cm−1 | 0.08 ± 0.10 (0.03–0.53) | 0.04 ± 0.02 (0.03–0.10) |
| Turbidity | NTU | 0.6 ± 0.5 (0.2–2.9) | 0.6 ± 0.3 (0.3–1.4) |
| TOC | mg L−1 | 15 ± 14 (4–64) | 7 ± 7 (0.3–24) |
| DOC | mg L−1 | 13 ± 14 (1–63) | 6 ± 7 (0.2–24) |
| TN | mg L−1 | 11 ± 5 (4–24) | 3 ± 2 (1–7) |
| HAAs | μg L−1 | 241 ± 87 (62–407) | 19 ± 7 (11–35) |
The SPW and DW samples were collected independently from 27 swimming pools and 15 drinking water taps.
The combined chlorine was not available when total chlorine was less than the detection limit of 0.05 mg L−1, therefore indicated as N.A.
HAAs were the sum of CAA, BAA, DCAA, DBAA, and TCAA.
The qualification rate of SPW and DW samples
| Qualification rate | ||
|---|---|---|
| Parameters | SPWs | DWs |
| DCAA | 37% | 100% |
| TCAA | 22% | 100% |
| Free chlorine | 37% | 60% |
| Combined chlorine | 63% | N.A. |
| Turbidity | 59% | 93% |
| TOC | N.A. | 67% |
| pH | 85% | 100% |
The DW standard (GB 5749-2006) was used as reference since DCAA and TCAA were not included in SPW standard.
N.A. indicates that the qualification rate was not available when the parameter is not included in the standard.
The linear and power function models correlating HAAs with water parametersa
| SPWs | DWs |
|---|---|
| [HAAs] = 204.033 + 73.488 [FC], | [HAAs] = 16.877 + 8.145 [FC], |
| [HAAs] = 254.876 − 0.018 [Cond.], | [HAAs] = 10.604 + 0.022 [Cond.], |
| [HAAs] = 1429.218 − 158.248 [pH], | [HAAs] = −152.478 + 22.489 [pH], |
| [HAAs] = 249.948 − 103.314 [UV], | [HAAs] = 13.044 + 155.556 [UV], |
| [HAAs] = 237.547 + 0.024 [TOC], | [HAAs] = 17.829 + 0.201 [TOC], |
| [HAAs] = 263.997 − 38.113 [Turb.], | [HAAs] = 14.132 + 8.634 [Turb.], |
| [HAAs] = 7.228 × 106 × [FC]0.230[Cond.]−0.406[pH]−3.426[UV]0.276[TOC]−0.049[Turb.]−0.462, | |
| [HAAs] = 5.420 × 10 × [FC]0.119[Cond.]−2.749[pH]10.234[UV]1.625[TOC]−0.020[Turb.]0.032, | |
The units of the variables are the same as those listed in Tables 1 and 2.
The power function model was developed for SPWs.
The power function model was developed for DWs.
Fig. 2The actual and simulated HAA concentrations in SPWs (A) and DWs (B).
Fig. 3Chronic daily exposure of humans to HAAs via SPWs (A and B) and DWs (C and D), and the corresponding cancer risk (E) and hazard index (F).