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Granular Activated Carbon Treatment May Result in Higher Predicted Genotoxicity in the Presence of Bromide Stuart W. Krasner, Tiffany Chih Fen Lee, Paul Westerhoff, Natalia Fischer, David Hanigan, Tanju Karanfil, Wilson Beita-Sandi, Liz Taylor-Edmonds, and Robert C. Andrews Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/acs.est.6b02508 • Publication Date (Web): 28 Jul 2016 Downloaded from http://pubs.acs.org on August 2, 2016
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Granular Activated Carbon Treatment May Result in Higher Predicted Genotoxicity in the
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Presence of Bromide
3 4
Stuart W. Krasner*,†, Tiffany Chih Fen Lee†, Paul Westerhoff‡, Natalia Fischer‡, David
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Hanigan‡‡, Tanju Karanfil§, Wilson Beita-Sandí§,**, Liz Taylor-Edmonds††, and Robert C.
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Andrews††
7 8
†
Metropolitan Water District of Southern California, Water Quality, La Verne, CA, USA 91750,
9
‡
Arizona State University, School of Sustainable Engineering and the Built Environment,
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Tempe, AZ, USA 85259-3005, ‡‡University of Nevada, Department of Civil and Environmental
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Engineering, Reno, NV, USA 89557-0258, §Clemson University, Department of Environmental
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Engineering and Earth Sciences, Anderson, SC, USA 29625,
13
Research Center of Environmental Pollution (CICA), San José, Costa Rica 2060, and
14
††
**
University of Costa Rica,
University of Toronto, Department of Civil Engineering, Toronto, ON, Canada, M5S 1A4
15 16
*
17
[email protected] Corresponding author telephone:
(909) 392-5083; fax:
(909) 392-5246; and e-mail:
18 19 20
ABSTRACT: Certain unregulated disinfection byproducts (DBPs) are more of a health concern
21
than regulated DBPs. Brominated species are typically more cytotoxic and genotoxic than their
22
chlorinated analogs.
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formation of regulated and selected unregulated DBPs following chlorine disinfection was
The impact of granular activated carbon (GAC) on controlling the
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evaluated.
The predicted cyto- and genotoxicity of DBPs was calculated using published
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potencies based on the comet assay for Chinese hamster ovary cells (assesses the level of DNA
26
strand breaks). Additionally, genotoxicity was measured using the SOS-ChromotestTM (detects
27
DNA-damaging agents). The class sum concentrations of trihalomethanes, haloacetic acids, and
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unregulated DBPs, and the SOS genotoxicity followed the breakthrough of dissolved organic
29
carbon (DOC), however the formation of brominated species did not. The bromide/DOC ratio
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was higher than the influent through much of the breakthrough curve (GAC does not remove
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bromide), which resulted in elevated brominated DBP concentrations in the effluent. Based on
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the potency of the haloacetonitriles and halonitromethanes, these nitrogen-containing DBPs were
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the driving agents of the predicted genotoxicity. GAC treatment of drinking or reclaimed waters
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with appreciable levels of bromide and dissolved organic nitrogen may not control the formation
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of unregulated DBPs with higher genotoxicity potencies.
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INTRODUCTION
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Epidemiology studies suggest an association between exposure to halogenated disinfection
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byproducts (DBPs) and bladder cancer; in particular to brominated trihalomethanes (THMs).1-3
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However, recent toxicology studies have shown that the regulated THMs are not the drivers of
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toxicity but rather they may serve as a surrogate for the formation potential of other DBPs of
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higher health concern. Extensive toxicity testing indicate that certain unregulated DBPs (e.g.,
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haloacetonitriles
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substantially (orders of magnitude) more toxic than currently regulated DBPs.4-8 Among these
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DBPs, the bromine (Br)-containing species are more geno- and cytotoxic than their chlorinated
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analogs.
[HANs],
halonitromethanes
[HNMs],
haloacetaldehydes
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[HAs])
are
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Jeong and colleagues integrated quantitative in vitro cyto- and genotoxicity data with
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determinations of regulated and unregulated DBPs at a number of epidemiology study sites.9
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Chronic mammalian cell cytotoxicity (72 h) using Chinese hamster ovary (CHO) cells correlated
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highly with the numbers of DBPs identified and the concentrations of the DBPs. However, the
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genotoxic responses based on the CHO comet assay did not correlate as well with the DBPs.
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This was attributed to possible synergistic effects, activity of unidentified DBPs or other toxic
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water contaminants.
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formation of chloro-, bromo-, and iodo-THMs during chlorination and chloramination, alongside
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a theoretical cytotoxicity evaluation.10 These researchers calculated the overall predicted
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cytotoxicity based on their occurrence and their potency in chronic CHO cytotoxicity and
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demonstrated that the presence of bromide increased dibromoiodomethane formation, which is
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more cytotoxic than dichloroiodomethane. In a recent study, the impact of coagulation and
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bromide on the cytotoxicity (mammalian cell testing using a human white blood cell based
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bioassay) of water was studied.11 Coagulation significantly reduced the cytotoxicity of water,
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indicating that the removal of total organic carbon (TOC) and DBP precursors is an important
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factor. However, increasing bromide concentration shifted the haloacetic acid (HAA) species
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distribution to greater bromine substitution and increased the cytotoxicity. Thus, the efficacy of
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DBP precursor removal technologies is impacted by the removal of TOC and the inability to
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remove bromide. Plewa and Wagner proposed an integrated DBP research pathway, which
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included identification of the forcing agents (DBPs or classes of DBPs) associated with the cyto-
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and genotoxity of drinking water.12
A similar approach was performed by Allard and colleagues on the
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Granular activated carbon (GAC) is an effective DBP precursor removal technology. A key
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benefit of GAC to water utilities is that it allows them to continue using free chlorine without
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exceeding regulatory THM and HAA limits. Although GAC removes dissolved organic carbon
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(DOC), it does not remove bromide.13-15 Chiu and colleagues found that GAC preferentially
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removed bulk DOC over dissolved organic nitrogen (DON).15 As a result, the ratio of bromide
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to DOC in the GAC effluent was higher than in the influent and the ratio of bromide to DON was
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often higher in the GAC effluent. Because the chlorine demand of GAC effluent is lower than
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the influent, the free available chlorine (FAC) to bromide ratio will be lower when the chlorine
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dose is dictated by the demand.13 An increase in bromide/DOC or a decrease in FAC:bromide
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will result in higher bromine incorporation.13-15 Also, some nitrogenous (N-) DBPs are of higher
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health concern than the regulated carbonaceous (C-) DBPs, and Br-DBPs are generally more
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cyto- and genotoxic than their chlorine-containing analogs.4-8 Taken together, GAC performance
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in terms of regulated THM control during post-chlorination may not reflect the control of these
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unregulated DBPs of higher health concern for waters with moderate or high levels of bromide.
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In the United States (U.S.) DBP Rule for drinking water, GAC is used for the removal of
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DBP precursors, specifically for the control of the regulatory DBP sums, including four THMs
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(THM4) and five HAAs (HAA5).16 The maximum contaminant level (MCL) for THM4 in the
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U.S. is 80 µg/L at each sample location on a running annual average basis (based on quarterly
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sampling).16 However, utilities aim to operate below this level by designing a process to provide
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a safety factor (e.g., 20% [i.e., goal is to achieve ≤80% of the MCL]). The implementation of
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GAC treatment on wastewater effluents for potable reuse schemes or to remove trace organic
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contaminants prior to discharge is increasing.17 The objective of this paper is to assess the use of
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GAC to control the formation (during post-chlorination) of regulated and unregulated DBPs of
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health concern (Br-DBPs, N-DBPs). The formation of 31 DBPs was measured along the GAC
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breakthrough curves treating surface and wastewater. The analytical data were complemented
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by measuring SOS chromotest genotoxicity (a bacterial test for detecting DNA-damaging
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agents), as well as calculating the predicted cyto- and genotoxicity using published potency data.
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MATERIALS AND METHODS GAC Bench-Scale Tests. Rapid small-scale column tests (RSSCTs) were conducted.18 All
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columns were prepared using proportional diffusivity (PD) designs.19
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Information (SI) for details (Table S1). Four columns were packed with bituminous coal based
See the Supporting
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GAC (Calgon F400) and another with lignite coal based GAC (Norit HD3000).
The
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characteristics of the GACs are provided elsewhere.20-21 The RSSCTs were designed to simulate
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a 10-min empty bed contact time. DBP formation was determined in the GAC influents and
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effluents at up to nine distinct bed volumes (BVs) along the breakthrough curve.
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genotoxicity of the GAC influents and the effluents at three different BVs were measured at the
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start, middle, and end of a given breakthrough curve. Together, these measurements accounted
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for 100% of the effluent of the columns (i.e., the entire volume exiting the columns was collected
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and aggregated into 3 samples [early, middle, end]).
The
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Waters Tested. A surface water, a treated wastewater (wastewater), and a combination of
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10% wastewater : 90% surface water (blend) were evaluated. Many drinking water supplies are
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wastewater-impacted (e.g., 10-30% for moderately impacted), where some are wastewater-
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dominated (>50%).22 Wastewater is higher in DON than surface waters and is a source of
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precursors for certain emerging N-DBPs.23 Wastewater is also typically higher in bromide than
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surface waters.24 The treated wastewater tested had 5.7 mg C/L of DOC, 0.53 mg N/L of DON,
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0.121 cm-1 of ultraviolet absorbance at 254 nm (UV254), and 0.10 mg/L of bromide. (See the SI
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for the DON method.) The surface water tested had 3.0 mg C/L of DOC, 0.21 mg N/L of DON,
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0.045 cm-1 of UV254, and 0.08 mg/L of bromide. The blended water had 3.2 mg C/L of DOC,
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0.26 mg N/L of DON, 0.054 cm-1 of UV254, and 0.09 mg/L of bromide. Note, in this case, the
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surface water and treated wastewater bromide levels were relatively comparable.
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normally applied at drinking water treatment plants to the settled water. That was not done in
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this set of tests. However, the surface water evaluated was low in specific UV absorbance
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(SUVA) (1.5 L/mg-m), where conventional coagulation will not remove that much DOC.
GAC is
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DBPs Measured. Four regulated THMs (THM4), nine bromine/chlorine-containing HAAs
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(HAA9), six HANs (two mono-, trichloro-, and the three dihaloacetonitriles [DHANs]), five
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HNMs (bromo-, trichloro-, three dihalonitromethanes [DHNMs]), and seven HAs (the three
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dihalo- and the four trihaloacetaldehydes [THAs]) were measured. All of the halogenated (X-)
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DBPs, except for the HAAs, were analyzed with solid-phase extraction (SPE) and gas
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chromatography (GC)/mass spectrometry.25 The HAAs were determined with diazomethane
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derivatization, liquid/liquid extraction, and GC/electron capture detection.26
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reporting level for each DBP was 1 µg/L, except for the dihalogenated acetaldehydes and
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bromonitromethane, which were 2.5 µg/L each. DBP formation was evaluated under uniform
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formation conditions (UFC).27 Briefly, samples were chlorinated at room temperature or at 25°C
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at pH 8 and held for 24 h. The chlorine dose was selected to achieve a residual of ~1.0 mg/L as
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Cl2 after 24 h. The values in the UFC test were based on typical conditions in U.S. distribution
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systems.14 Note, this test was originally developed for the evaluation of GAC effluents, to
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provide a standardized set of conditions to evaluate this technology rather than site-specific
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ones.14 However, in some countries (e.g., in Europe), much lower chlorine residuals are used,
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which would mean a lower FAC/bromide ratio and, thus, more bromine incorporation13 than that
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evaluated in this paper.
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The bromine incorporation factor (BIF) for THMs is defined as follows:13
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where the THM concentrations are on a molar basis. For the THMs, BIF values range from 0
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(all chloroform [CHCl3] to 3 (all bromoform [CHBr3]). A BIF of 1 corresponds to a water in
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which the “average” species is bromodichloromethane (CHCl2Br). A similar equation was used
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to determine the BIF for other trihalogenated DBPs (i.e., trihalogenated HAAs [TXAAs or
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THAAs], THAs).
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For the dihalogenated HAAs (DXAAs or DHAAs) (or other dihalogenated DBPs), a similar
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equation was used for those three species, where the BIF values range from 0 (all dichloroacetic
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acid) to 2 (all dibromoacetic acid). The BIF for di- and trihalogenated species was normalized
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by the number of halogens (BIF/X) in order to obtain a common range of values.
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Toxicity Determinations. Two liters of influent surface water, wastewater, and blended
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water were collected, as well as three GAC effluents at three bed volumes (average bed volume
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for each sample: 795; 3,170; 9,770) during the breakthrough study. All samples were subject to
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bench-scale chlorination (UFC described above) and concentrated using SPE cartridges (HLB
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Oasis columns, Waters Limited, Mississauga, Ont., Canada). A full description of the SPE
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protocol is provided in the SI.28 Influent samples without exposure to bench-scale chlorination
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were also processed and assayed to determine baseline toxicity. The SPE enrichment factor for
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each sample is expressed as the relative enrichment factor (REF) upon dilution in the bioassay;
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this REF was used as the sample concentration for subsequent calculations.29 Genotoxicity was
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determined using the SOS-Chromotest™ (EBPI, Mississauga, Ontario, Canada) as per
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manufacturer’s instructions, which is a bacterial test for detecting DNA-damaging agents.28,30
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The assay captures the induction of Escherichia coli SOS repair genes, which are activated in
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response to either direct DNA damage or indirect damage to DNA, such as oxidative stress. The
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colorimetric induction response of the cell after a 2-h incubation period with the SPE sample was
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measured using β-galactosidase SOS reporter gene. Induction values of the treated cells was
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divided by the control and expressed as the induction factor (IF), where values greater than 1.5
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(or 50% induction compared to non-treated cells) were considered to have a positive genotoxic
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response.31 Each sample was run in duplicate on a microplate on two separate days, and multiple
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solvent, negative, and positive control wells were run in parallel for quality control. The effect
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concentration (EC) or REF needed to elicit a positive response (IF = 1.5) was derived from the
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linear concentration-response curves, and expressed as REF1F1.5 for cells with 70% survival or
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higher.32 Toxicity result plots are presented as 1/REFIF1.5; therefore higher numbers represent a
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higher genotoxic effect .33
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The predicted genotoxicity of the measured DBPs (i.e., THMs, HAAs, HANs, HNMs, and
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HAs), which is a unitless value, was calculated by dividing the measured concentration by the
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published genotoxicity potencies in the CHO comet assay, which is the dose required to elicit a
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toxic response in 50% of the cells (EC50) (Table S2).4-8 CHO genotoxicity potency of HANs
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ranged widely; the most potent HAN was dibromoacetonitrile (DBAN), 4.71E-05 M (4.71 x
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10-5 M), followed by bromochloroacetonitrile (BCAN), 3.24E-04 M, and dichloroacetonitrile
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(DCAN), 2.75E-03 M.4 DBAN is an order of magnitude more genotoxic than BCAN and two
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orders of magnitude more genotoxic than DCAN. For context, a EC50 potency of 4.71E-05 M
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translates into a concentration of 9,363.5 µg/L of DBAN is required to elicit a toxic response.
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Other toxicity studies have also shown brominated HANs to be more toxic than their chlorine-
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containing analogs.4
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Similarly, predicted cytotoxicity was calculated based on published LC50 values (the
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concentration at which induces 50% viability of the cells as compared to the concurrent negative
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control) for CHO cells (72-h exposure vs. 4-h exposure for genotoxicity) and presented in Table
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S3.4-8
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(BCAN) > 5.73E-05 M (DCAN).4 In other research comparing chlorination to chloramination
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and the formation of chlorine-, bromine-, and iodine-containing THMs, a similar predicted
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cytotoxicity evaluation was conducted.10
When considering DHANs, LC50 values were 2.85E-06 M (DBAN) > 8.46E-06 M
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RESULTS AND DISCUSSION
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Breakthrough Curves. Breakthrough curves for DOC, UV254, DON, and DBP precursors for
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the surface water and the wastewater treated with F400 GAC are presented in Figures 1 and S1,
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respectively.
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absorbing organic matter better than bulk DOC, whereas DON was not well removed. The
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treated surface and wastewater at 3,647 BVs had similar removals of UV254 (76% in surface
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water, 77% in wastewater) and DOC (59%, 57%) and low removals of DON (46%, 22%).
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Because the GAC preferentially removed UV-absorbing organic matter, the SUVA of the GAC
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effluent was less than that of the GAC influent (Table S4). Thus, the GAC effluent should have
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lower yields for THM or HAA formation compared against influent water. The removals of
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THM, HAA, and DHAN precursors were bracketed by the DOC and UV254 curves.
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example, at 3,647 BVs similar removal efficiencies were observed for both surface and
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wastewater: UFC THM4 (60% in surface water vs. 72% in wastewater), UFC HAA9 (68% vs.
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71%), and UFC DHANs (78% vs. 64%). Although the DHANs are an N-DBP, the removal of
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their precursors followed the breakthrough curve for DOC or UV254, not that of DON. In
Similar to that of Chiu and colleagues15, GAC preferentially removed UV-
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previous research, there was rapid breakthrough of the DBAN formation, whereas the DCAN
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formation followed the same trend as the DHANs above.15 In this study, there was a similar
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impact on the brominated vs. chlorinated DHANs (see below).
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breakthrough curves were observed with the F400 GAC. However, when the HD3000 GAC was
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used, DOC and UV254 were not as well removed (Figure S2).
For the blend, similar
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The untreated UFC THM4 for the surface and wastewater was 81 and 140 µg/L, respectively,
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representing the THM formation at a plant treating such water or wastewater before the
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installation of GAC at that plant. Note, conventional treatment would not have reduced THM
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formation that much, as the waters evaluated in this study were low in SUVA (1.5 and
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2.1 L/mg-m for the surface and wastewater, respectively). The UFC THM4 values represent a
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worse-case scenario where bench-scale chlorination was conducted at a temperature
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representative of summertime (25°C), where THM formation is higher. While one set of UFC
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tests does not reflect all of the variables associated with THM formation, the UFC test is a good
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indicator of full-scale THM formation.
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wastewater-dominated water might be operated up to 4,447 BVs, which achieved a UFC THM4
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of 57 µg/L (Figure S3) (51% DOC removal [Figure S1]). Alternatively, the GAC filter treating a
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non-impacted surface water may be operated up to 5,147 BVs (achieved 53% DOC removal
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[Figure 1] and a UFC THM4 of 46 µg/L [Figure 2]).
Thus, for this database, the GAC filter treating
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The molar sum of UFC THM, as well as the individual species, for the surface and the
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wastewater breakthrough curves (Figures 2 and S3) shows that UFC THM4, TCM, and
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bromodichloromethane
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dibromochloromethane (DBCM) and TBM were not. For example, for the surface water at
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5,147 BVs, C/Co for UFC of THM4, TCM, and BDCM were 0.47, 0.16, and 0.47, respectively,
(BDCM)
were
well-controlled
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whereas
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whereas C/Co for UFC DBCM and TBM were 1.0 and 2.5, respectively. The same trend was
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more pronounced in the wastewater where the bromide content was somewhat higher, resulting
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(at 3,647 BVs) in C/Co for UFC DBCM and TBM of 1.7 and 2.9, respectively, indicating that the
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GAC effluent formation was often higher than in the influent, especially at intermediate (e.g.,
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~3,500) BVs. On a molar basis, the brominated THMs accounted for 84% of the THM class sum
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for the surface water at 5,147 BVs and 65% for the wastewater at 3,647 BVs. The inability of
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GAC to control the formation of BDCM and TBM during post-chlorination has been previously
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reported for THMs,13-15 however, in these other studies, emerging DBPs and/or predicted cyto-
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and genotoxicity were not evaluated.
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Impact of Bromide/DOC Ratio. A key finding of this research centers on the observed
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increase in the bromide/DOC ratio for GAC effluents vs. the influent, especially at low BVs
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(Table S5).
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0.018 mg Br-/mg DOC and, while bromide in the effluent was the same concentration as the
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influent, the bromide/DOC ratio increased to 0.135, 0.069, and 0.036 mg/mg after 167, 2,147,
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and 4,447 BVs, respectively. The increase in the bromide/DOC ratio occurs in the earlier stages
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of the breakthrough curve, when DOC is effectively removed by GAC treatment, but that
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eventual failure to effectively remove DOC after >5,000 BVs leads to a concomitant decrease in
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bromide/DOC. The impact of the bromide/DOC ratio on the normalized BIF for the DBP classes
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is shown in Figure S4. Among these different DBP classes, the highest bromine incorporation
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was observed for DHNMs and DHANs. As a result, the UFC formation of DBAN increased
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from 0.006 µmol/L in the GAC influent to 0.011 µmol/L in the GAC effluent at 3,647 BVs,
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whereas the UFC formation of DCAN decreased from 0.105 µmol/L in the GAC influent to
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0.023 µmol/L in the GAC effluent at 3,647 BVs, The same phenomenon was reported for
Bromide is not removed by GAC.
In the wastewater, the influent ratio was
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DHANs in other studies34-36 and for DHNMs.35 THAs and TXAAs had relatively low BIF/X
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values, which is also corroborated in the literature.35 Three potential reasons for less bromine
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incorporation in the THAs or TXAAs are as follows. The first is based on steric hindrance of the
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carboxylic acid group in the TXAAs, which impacted bromine incorporation.
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brominated TXAA formation and degradation may have resulted in less of a net increase. The
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second hypothesis is supported by the observation that brominated TXAAs decomposed to
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varying degrees via a decarboxylation pathway.37 For the THAs, bromine incorporation may
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have been impacted by THA instability, based on the findings by Xie and Reckhow, where
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brominated THAs were reported to undergo base-catalyzed hydrolysis.38 A third possibility is
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that GAC removed a fraction of natural organic matter that is more reactive with bromine.
Secondly,
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The impact of the bromide/DOC ratio on the normalized BIF for the surface water had a
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similar trend (Figure 3). Increasing FAC/Br- decreased BIF/X due to chlorine substitution
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competition with bromine (Figure S5 shows an example for the wastewater). Note, for these
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samples, the chlorine demand was 2.6-6.5 and 10.4 mg/L as Cl2 for the GAC effluent and
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influent, respectively, for the wastewater, and 0.4-1.4 and 1.9 mg/L as Cl2 for the GAC effluent
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and influent, respectively, for the surface water.
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Toxicity Findings. Influent genotoxicity was assayed using the SOS-Chromotest™, where
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toxicity is expressed as the concentration factor (number of REFs) needed to achieve an effect
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(50% increase in the induction factor of the SOS repair genes) expressed as REFIF1.5. Toxicity
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result plots are presented as 1/REFIF1.5; therefore higher numbers represent a higher genotoxic
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effect and values of 1 indicate that the sample did not require a concentration factor to elicit a
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genotoxic response. For each influent type, similar trends were observed between the pre- and
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post-chlorinated samples, where the genotoxicity of the surface water was 0.0029 and increased
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to 0.0077; the wastewater sample was more genotoxic (0.0067), as expected, and increased to
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0.0106 upon chlorination. Overall, GAC treatment reduced the SOS genotoxicity of the UFC
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samples and all of the tested effluents had a lower genotoxicity than their respective influents
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(Figures 1 and S1). For example, for the surface water, C/Co for the 1/REFIF1.5 was 0.12, 0.31,
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and 0.51 for BVs of 795, of 3,170, and of 9,770, respectively, and for the wastewater was 0.19,
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0.26, and 0.78, respectively (Figures 4 and S6). Along the breakthrough curves for each water
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type, the increase in the SOS genotoxicity was similar to that of the DOC, UFC THM4 and
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HAA9 (Figures 1 and S1). For example, the C/Co for surface water DOC was 0.2. 0.35, and 0.6,
284
respectively.
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In addition to the measured genotoxicity, predicted genotoxicities were calculated based on
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published potencies for all of the measured DBPs in this study. For example, chlorinated
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wastewater (GAC influent) had 12 µg/L of DCAN, 3.9 µg/L of BCAN, and 1.2 µg/L of DBAN.
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DBAN is two orders of magnitude more potent than DCAN (see methods section) and was the
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main driver of the overall predicted genotoxicity. The predicted or calculated genotoxicity for
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each DHAN species was 3.83E-05, 7.82E-05, and 1.33E-04, respectively, where the class sum
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(sum of the predicted toxicity for each compound) was 2.49E-04.
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genotoxicity (sum of all the measured DBPs or X-DBPs) was 3.45E-04. DHANs (and DBAN
293
alone) contributed to 72 (and 39)% of the overall (X-DBP) predicted genotoxicity (Figure S8),
294
even though it represented a small portion (6.1 and 0.4%, respectively) of the X-DBPs on a
295
weight basis.
296
slightly lower BCAN (3.3 µg/L), and slightly higher DBAN (1.9 µg/L) values when compared to
297
chlorinated wastewater. The predicted genotoxicity for each species was 9.72E-06, 6.61E-05,
298
and 2.08E-04, respectively, where the class sum for DHANs was 2.83E-04, and the overall X-
The overall predicted
In another example, chlorinated surface water had lower DCAN (2.9 µg/L),
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DBPs was 3.89E-04; in this example, DHANs (and DBAN alone) accounted for 73 (and 53)% of
300
the overall predicted genotoxicity for the X-DBPs. Because DBAN was a forcing agent of the
301
predicted genotoxicity, it is represented in the toxicity breakthrough (C/Co) curves alongside the
302
sums for the X-DBPs (Figures 4 and S6). Note, although the level of each DHAN in the surface
303
water sample was close to the quantification limit of 1.0 µg/L, the results were reproducible. For
304
example, as part of this testing, the blend was evaluated in replicate GAC columns, each of
305
which was separately evaluated for UFC DHAN formation. At bed volume 10,147, the replicate
306
UFC DHANs were 1.0 and 0.7 µg/L of DCAN, 1.5 and 1.5 µg/L of BCAN, and 1.6 and 1.6 µg/L
307
of DBAN.
Page 14 of 31
308
Figures 5 and S7 depict the measured (expressed as 1/REFIF1.5) and predicted genotoxicity
309
(based on dividing the measured DBP concentrations by their published genotoxicity potencies)
310
on an absolute basis. For the measured genotoxicity, a value of 1 indicates that no concentration
311
factor (REF) was needed for the sample to achieve a response (IF=1.5); whereas for the predicted
312
genotoxicity, a value of 1 represents a sufficient dose to achieve an EC50. However, the predicted
313
and measured values cannot be compared directly due to differences in the determination of
314
genotoxicity with the SOS test and the CHO comet assay. In addition, the predicted genotoxicity
315
only represents the measured X-DBPs, which is a small portion of the overall DBPs formed.
316
Nonetheless, trends associated with the predicted genotoxicities are informative, as the presence
317
of DBAN, for example, can reflect the presence of unknown brominated and nitrogenous DBPs.
318
As discussed above, the UFC DBP class sums followed the DOC breakthrough curve;
319
however the formation of brominated species often did not. Although the absolute levels of the
320
bromine-containing DBPs were low, they are more genotoxic than their chlorine-containing
321
analogues, especially for N-DBPs (Table S2).
This resulted in an increase in the overall
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predicted genotoxicity for the UFC X-DBPs (Figure S8) in the wastewater. For a BV that
323
controlled UFC THM4 formation (below the regulatory 80 µg/L limit) in the wastewater (4,447),
324
DCAN was lowered from 12 µg/L (0.10 µmol/L) in the chlorinated GAC influent to 2.3 µg/L
325
(0.021 µmol/L) in the chlorinated GAC effluent, whereas DBAN increased slightly from 1.2
326
(0.006 µmol/L) to 2.1 µg/L (0.010 µmol/L). Note, although the change in DBAN was small, the
327
results were reproducible. For the blend sample evaluated on replicate GAC columns, for all of
328
the bed volumes evaluated, UFC DBAN for each column differed by 0 or 0.1 µg/L for seven of
329
the bed volumes (e.g., 1.4 vs. 1.5 µg/L) and differed by 0.3 µg/L for the lowest bed volume (i.e.,
330
0.6 vs. 0.9 µg/L). The molar ratio of DBAN to DCAN increased from 0.06 in the chlorinated
331
GAC influent to 0.48 in the chlorinated GAC effluent. Thus, by not controlling the formation of
332
the most toxic species in this class, the predicted genotoxicity of the sample was not reduced
333
(Figure S8), even though there was a substantial reduction in DOC, and UFC THM4 and HAA9.
334
Predicted genotoxicity breakthrough (C/Co) curves for the sum of UFC X-DBPs and DBAN,
335
and the measured (SOS) genotoxicity for the surface water (Figure 4) and the wastewater sample
336
(Figure S6) using F400 GAC are presented. At low BVs (167), there was a substantial decrease
337
in predicted genotoxicity for X-DBPs (76-83%) and DBAN, however at the next tested BV
338
(1,122), the predicted genotoxicity of the chlorinated GAC effluent was similar to that of the
339
chlorinated GAC influent for the wastewater sample (Figure S6), mainly driven by the increase
340
in DBAN concentration (from 1.2 to 2.1 µg/L). At higher BVs (e.g., 3,647), the chlorinated
341
GAC effluent predicted genotoxicity was 1.5 times that of the chlorinated GAC influent for the
342
wastewater sample. As breakthrough continued, the predicted genotoxicity of the chlorinated
343
effluent matched that of the chlorinated influent for the wastewater sample. Although the overall
344
predicted genotoxicity was driven in large part by DBAN, the regulated HAAs contributed little
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to this sum.
346
concentrations at 3,647 BVs for the wastewater treated with F400 GAC (e.g,, THM4 reduced
347
from 140 to 49 µg/L of THM4, HAA9 reduced from 93 to 29 µg/L of HAA9, DHANs reduced
348
from 17 to 7 µg/L of DHANs).
349
treatment, where chlorinated effluent values never exceeded that of the chlorinated influent.
350
Note, the predicted genotoxicity breakthrough curve (C/Co) for the UFC X-DBPs for the surface
351
water sample was more consistent with the measured (SOS) genotoxicity, although the predicted
352
genotoxicity for DBAN broke through earlier (Figure 4).
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This is in sharp contrast to the actual reduction in UFC DBP class sum
The measured genotoxicity was also controlled by GAC
353
Predicted cytotoxicity was also calculated based on the CHO chronic cytotoxic potency data.
354
Absolute concentrations (Figures 6 and S9) and breakthrough (C/Co) curves for N- and C-DBPs
355
are presented for both the surface and wastewater samples treated with F400 GAC (Figures 4 and
356
S6) to highlight the differences in the overall predicted chronic cytotoxicity of these two distinct
357
groups of DBPs. N-DBPs dominated the predicted cytotoxicity; where, at a relatively low BV
358
(2,147), the chlorinated effluent value for the wastewater was only 14% lower than that of the
359
chlorinated influent. C-DBPs were better controlled by GAC treatment for both the surface and
360
wastewater samples. GAC was better suited for the treatment of the surface water sample for the
361
control of C- and N-DBP cytotoxicity. As expected, when the concentration of each species was
362
factored in, the DHANs contributed heavily to the overall cytotoxicity index for the X-DBPs
363
(Figure S8) (e.g., at 5147 BVs, DHANs [and DBAN] accounted for 83 [and 45]% of the overall
364
predicted chronic cytotoxicity of the chlorinated wastewater sample).
365
In summary, DBPs such as the DHANs and DHNMs contributed the most to the overall
366
predicted cyto- and/or genotoxicity (Figures S8 and S10) even though their absolute
367
concentrations were low, as these classes of DBPs are more genotoxic (Table S2) and have a
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higher percent of bromine incorporation (Figure 3). Conversely, DBPs such as the TXAAs
369
contributed less to the overall predicted genotoxicity because this class of DBPs had lower
370
bromine incorporation (Figure 3) and, thus, lower formation of the more toxic species. This
371
exercise shows the relative impact of GAC on controlling regulated and unregulated DBPs (C-
372
vs. N-DBPs, Cl- vs. Br-DBPs).
373
It is important to note that one compound cannot be the only driver of the risk or the main
374
parameter for evaluating GAC performance. DBAN is just one example of a brominated DBP
375
with higher toxicity than its chlorinated analogs, which preferentially formed during the early
376
phase of DOC breakthrough across the GAC contactors.
377
cytotoxic compounds that was measured, but there may be others or perhaps synergistic impacts
378
of mixtures. That said, the overall mixture effect was quantified using the SOS chromotest and
379
the GAC was able to control the measured genotoxicity, where effluents were consistently lower
380
in response when compared to their respective influents along the breakthrough curves. This
381
could be attributed to mixture effects, such as competitive inhibition between DBPs.
DBAN is one of the geno- and
382
It is important to understand the limitations of GAC treatment for waters with high
383
bromide levels and relatively high levels of DON. Waters with even moderate levels of bromide
384
(e.g., 0.08-0.10 mg/L) will have significantly higher levels of bromine incorporation for other
385
classes of DBPs, including those not measured in this study or ones yet to be identified.35 Also,
386
waters with relatively high DON (e.g., 0.53 mg/L as N) will contain precursors for other N-DBPs
387
of health concern (e.g., haloacetamides, which were not included in this study).39-41 In a recent
388
study of potable reuse waters, weighting DBP concentrations by their cytotoxicity (CHO)
389
potencies highlighted the potential significance of HANs, which were not effectively removed by
390
reverse osmosis and advanced oxidation, to the DBP-associated toxicity.42 In this paper, the
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cytotoxicity of the reuse water was a function of both their DBP concentrations and cytotoxic
392
potencies.
393 394
IMPLICATIONS
395
For plants that use GAC to treat water with precursors for N-DBPs and with moderate levels
396
of bromide, the control of bromine-containing DBPs of health concern (e.g., DBAN) will not be
397
the same as what is required to control THM4 or HAA9. Because GAC removes DOC but does
398
not remove bromide, a substantial portion of the breakthrough curve may have more formation
399
of these DBPs of concern.
400
FAC/bromide ratio) on bromine incorporation. Moreover, bromide is an important risk factor,
401
because bromide in drinking water is increasing.43 Although the formation of these emerging
402
DBPs may be small on an absolute basis, they are more geno- and cytotoxic than their chlorine-
403
containing analogues. Thus, they accounted for much of the predicted geno- and cytotoxicity of
404
the chlorinated GAC effluents. However, the measured genotoxicity showed that GAC was able
405
to control the formation of precursors of DBPs that either directly or indirectly damage DNA.
406
The SOS test measures the whole mixture and accounts for additive or competitive inhibition of
407
toxic actions and may better represent the synergy of the formed DBPs. In addition, perhaps the
408
forcing agent(s) was (were) not measured or the field has yet to discover the most significant
409
toxicity forcing agent(s), whose precursors are well removed by GAC, which would explain the
410
departure between predicted and measured toxicity.
This is due to the impact of the bromide/DOC ratio (and
411
This study demonstrated that the removal of DOC or the control of THM4 or HAA5 can be
412
used to evaluate the efficacy of GAC, but they may not represent the removal of the more geno-
413
and cytotoxic species. For example, the bromine-containing DHANs are substantially more
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geno- and cytotoxic, have sufficient concentration and bromine incorporation, and their
415
formation was not controlled by GAC treatment, which resulted in their accounting for much of
416
the predicted geno- and cytotoxicity of the sum of the measured X-DBPs. Thus, the control of
417
certain emerging DBPs (e.g., the DHANs) should be considered in GAC studies and monitoring
418
programs, as well as toxicity testing (e.g., the SOS Chromotest™). Another option is to include
419
total organic bromine (TOBr), which represents the sum of the known and unknown bromine-
420
containing portions of the total organic halogen (TOX).44
421
This study highlights the gap in knowledge regarding the occurrence and the impact of
422
treatment on emerging DBPs and to prioritize the control of DBPs of health concern. Additional
423
treatment strategies to control bromide and DON are needed and risk factors for high bromide
424
and/or DON waters should be explored (e.g., wastewater impacts).
425 426
ASSOCIATED CONTENT
427
Supporting Information
428
The Supporting Information is available free of charge on the ACS Publications website.
429 430
ACKNOWLEDGMENTS
431
We thank the water and wastewater plants for providing samples. We acknowledge Isabelle
432
Netto at the University of Toronto for her assistance on this study. Natalia Fischer was partially
433
supported by the Brazilian Ministério da Educação Program: Coordenação de Aperfeiçoamento
434
de Pessoal de Nível Superior – CAPES. Wilson Beita-Sandi was partially supported by the
435
University of Costa Rica.
436 437
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(43) McTigue, N. E.; Cornwell, D. A.; Graf, K.; Brown, R. Occurrence and consequences of
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increased bromide in drinking water sources. J. Am. Water Works Ass. 2014, 106 (11), E492-
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E508. http://dx.doi.org/10.5942/jawwa.2014.106.0141
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(44) Krasner, S. W.; Weinberg, H. S.; Richardson, S. D.; Pastor, S. J.; Chinn, R., Sclimenti, M.
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J.; Onstad, G. D.; Thruston, A. D. Jr.
Occurrence of a new generation of disinfection
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byproducts. Environ. Sci. Technol. 2006, 40 (23), 7175–7185.
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FIGURES
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Figure 1. Breakthrough curves for DOC, UV254, DON, DBP precursors (on a molar basis), and
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SOS genotoxicity (1/REF) for the surface water sample treated with F400 GAC.
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Figure 2. Breakthrough curves for UFC THMs for the surface water sample treated with F400
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GAC.
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Figure 3. Impact of bromide (Br-)/DOC ratio on the normalized BIF for the surface water
588
sample treated with F400 GAC.
589
Figure 4. Breakthrough curves for measured SOS genotoxicity (1/REFIF1.5), predicted chronic
590
cytotoxicity, and predicted genotoxicity of UFC DBPs for surface water sample treated with
591
F400 GAC.
592
Figure 5. Measured (SOS-Chromotest) and predicted genotoxicty of UFC DBPs for surface
593
water sample treated with F400 GAC. SOS is expressed as 1/REFIF1.5; predicted genotoxicity of
594
the sum of X-DBPs and of DBAN is presented on the secondary y-axis.
595
Figure 6. Breakthrough curves for predicted chronic cytotoxicity of UFC DBPs (N- and C-DBPs
596
and DBAN) for surface water sample treated with F400 GAC.
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Figure 1. Breakthrough curves for DOC, UV254, DON, DBP precursors (on a molar basis), and SOS genotoxicity (1/REFIF1.5) for the surface water sample treated with F400 GAC.
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602 603
Figure 2. Breakthrough curves for UFC THMs for the surface water sample treated with
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F400 GAC.
605
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Figure 3. Impact of bromide (Br-)/DOC ratio on the normalized BIF for the surface water
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sample treated with F400 GAC.
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Figure 4. Breakthrough curves for measured SOS genotoxicity (1/REFIF1.5), predicted
612
chronic cytotoxicity, and predicted genotoxicity of UFC DBPs for surface water sample
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treated with F400 GAC.
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Figure 5.
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surface water sample treated with F400 GAC. SOS is expressed as 1/REFIF1.5; predicted
617
genotoxicity of the sum of X-DBPs and of DBAN is presented on the secondary y-axis.
Measured (SOS-Chromotest) and predicted genotoxicty of UFC DBPs for
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Figure 6. Breakthrough curves for predicted chronic cytotoxicity of UFC DBPs (N- and C-
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DBPs and DBAN) for surface water sample treated with F400 GAC.
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