AEM Accepted Manuscript Posted Online 10 July 2015 Appl. Environ. Microbiol. doi:10.1128/AEM.01297-15 Copyright © 2015, American Society for Microbiology. All Rights Reserved.

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Using amplicon sequencing to characterize and monitor bacterial diversity in

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drinking water distribution systems.

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Jennifer L. A. Shawa*, Paul Monisb#, Laura Weyricha, Emma Sawadeb, Mary Drikasb,

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Alan Coopera.

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Australian Centre for Ancient DNA, University of Adelaide, Adelaide, South

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Australia, Australiaa. Australian Water Quality Centre, South Australia Water

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Corporation, Adelaide, South Australia, Australiab.

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Running Head: bacterial diversity in drinking water systems

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#Address correspondence to Paul Monis (corresponding author):

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[email protected]

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*Present address: Jennifer L A Shaw, CSIRO, Land and Water Flagship, Waite

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Campus, Urrbrae, Adelaide, South Australia, Australia, 5064.

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Using amplicon sequencing to characterize and monitor bacterial

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diversity in drinking water distribution systems.

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ABSTRACT

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Drinking water assessments use a variety of microbial, physical and chemical

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indicators to evaluate water treatment efficiency and product water quality. However,

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these indicators do not allow the complex biological communities, which can adversely

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impact the performance of drinking water distribution systems (DWDSs), to be

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characterized. Entire bacterial communities can be studied quickly and inexpensively

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using targeted metagenomic amplicon sequencing. Here, amplicon sequencing of the

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16S rRNA gene region was performed alongside traditional water quality measures to

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assess the health, quality, and efficiency of two distinct, full-scale DWDSs: (a) a linear

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DWDS supplied with unfiltered water subjected to basic disinfection before distribution

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and (b) a complex, branching DWDS treated by a four-stage water treatment plant

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(WTP) prior to disinfection and distribution. In both DWDSs bacterial communities

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differed significantly after disinfection, demonstrating the effectiveness of both

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treatment regimes. However, bacterial repopulation occurred further along the DWDSs,

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and some end-user samples were more similar to the source water than the post-

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disinfection water. Three sample locations appeared to be nitrified, displaying elevated

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nitrate levels and decreased ammonia levels, and nitrifying bacterial species, such as

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Nitrospira, were detected. Burkholderiales were abundant in samples containing high

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amounts of monochloramine, indicating resistance to disinfection. Genera known to

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contain pathogenic and fecal-associated species were also identified in several locations.

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From this study, we conclude that metagenomic amplicon sequencing is an informative

2

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method to support current compliance-based methods, and can be used to reveal

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bacterial community interactions with the chemical and physical properties of DWDSs.

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Keywords: drinking water distribution system | amplicon sequencing | NGS | bacterial |

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16S

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INTRODUCTION

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Transmission of pathogens via contaminated water is a significant cause of illness

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worldwide. It has been estimated that one third of gastrointestinal illnesses are caused

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by contaminated drinking water (1), and 4% of all deaths worldwide are due to polluted

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drinking water and poor sanitation (2). In developed nations water quality assessments

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and treatment facilities have been introduced to reduce microbial contamination,

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resulting in a significant reduction in drinking water-related illnesses and deaths. Water

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treatment commonly involves reduction of organics and other contaminants via

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coagulation and sedimentation, separation of any remaining solids via filtration, and

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finally disinfection via chemical oxidants or ultra-violet radiation. The addition of

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chemical oxidants such as chlorine and monochloramine is the most common method of

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drinking water disinfection (3). The level of treatment required varies from system to

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system, with some drinking water distribution systems (DWDSs) receiving only one or

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two levels of treatment, whilst others require multiple treatments to create water suitable

69

for end-use.

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Currently, most drinking water quality assessments do not directly taxonomically

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identify the many multifarious bacterial taxa present in drinking water systems. Instead,

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a variety of biological, physical and chemical indicators are used to assess the efficiency

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of water treatment processes and the quality of the product water. These indicators

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quantify bacterial cells using flow cytometry or heterotrophic plate counts, and measure

3

75

concentrations of nutrients, such as ammonia, organic carbon, nitrates, and nitrites.

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Quantitative PCR (qPCR) can be used to directly quantify specific bacterial taxa (4),

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such as fecal indicators or known pathogens, but this does not allow measurements of

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whole community diversity. Conversely, denaturing gradient gel electrophoresis

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(DGGE) can be used to estimate the biodiversity of bacterial communities (5), but

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individual taxa cannot be identified without additional expensive DNA sequencing.

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Recently, metagenomic amplicon sequencing has emerged as a promising

82

technique for characterizing complex biological communities, as multiple taxa within

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communities deriving from multiple samples can be sequenced in a relatively rapid and

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inexpensive manner. Metagenomics has been successfully used to investigate bacterial

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communities present in end-use tap water, experimental drinking water systems, and

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bacterial biofilms within pipes (6 – 10). However, very few studies have explored

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bacterial communities through full-scale DWDSs or investigated community variations

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between different systems. In the present study, we characterize changes in bacterial

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community structure at different locations along two full-scale DWDSs, and also

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determine the viability of metagenomic sequencing as a monitoring tool for assessing

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system efficiency and water quality. We also measured various water quality parameters

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at the same sample locations to validate the metagenomic findings. Using these

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approaches, bacterial diversity, water quality, and treatment efficiency were assessed at

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multiple sites along two distinct DWDSs: (a) a linear DWDS in Western Australia

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(WA) that undergoes monochloramine disinfection before distribution and (b) a

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complex, branching DWDS in South Australia (SA) that is treated by a four-stage water

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treatment plant (WTP) prior to monochloramine disinfection and distribution. From this

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metagenomic dataset, we aim to guide future management and water-quality monitoring

4

99 100

strategies, and potentially reduce associated human-health risks by extending current knowledge of bacterial communities in DWDSs.

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METHODS

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Site descriptions

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WA DWDS

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The WA DWDS was chosen for this study because it is a simple, linear system

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with minimal catchment run-off present in the source water. A large proportion of the

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catchment area is state owned and managed forest, and the remaining land is primarily

109

low intensity agricultural land, such as grazing pastures. The water is a blend of ground

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water, desalinated seawater and is supplemented from the metropolitan system. The

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source water undergoes disinfection with monochloramine before distribution. Areas

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local to the reservoir are supplied via several large storage tanks (Fig. 1).

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SA DWDS

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The SA DWDS is a larger, more complex system with multiple distinct

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distribution branches (Fig. 2). The source water is supplied from river water with the

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catchment area passing through state owned forests and agricultural areas that produce

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wool, cotton, wheat, cattle, pigs, dairy, rice, wine, fruit and vegetables. The source

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water is treated within a four-stage water treatment plant (WTP), consisting of

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coagulation, flocculation, sedimentation and filtration, UV disinfection, and

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monochloramine disinfection before being distributed.

122 123

Sample collection

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For each system, 600 ml water samples were collected from the source water,

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within the treatment plant (WTP), and also at each sample point indicated in Figures 1

5

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and 2. Sample locations covered the expanse of the distribution systems from the source

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water through to various township storage tanks and customer taps. For three of the end-

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user locations, samples were collected from within the township storage tank (tank) and

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also from a customer tap (CT) after the water had left the tank (tank outlet tap or a

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nearby CT) to assess whether bacterial diversity was affected by tank storage. In the SA

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system, additional WTP and source water samples were collected two weeks later, to

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determine if bacterial communities are subject to short-term temporal fluctuations.

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Samples were collected in sterile bottles, immediately placed on ice, and transported to

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dedicated laboratory facilities, where they were stored at 4°C and processed within 24

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hours of collection.

136 137

Water quality analyses

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Traditional, compliance-based water quality analyses, such as nutrient and

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chemical analyses, flow cytometry, and quantitative PCR amplification of nitrification-

140

associated genes, were conducted for each of the samples. Classical chemical indicators

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for nitrification, such as free ammonia, nitrate, nitrite, and monochloramine levels were

142

measured using standard protocols (11). Flow cytometry (FCM), in combination with

143

the the BacLight bacterial viability kit (Molecular Probes, USA), was utilized to

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enumerate the bacterial cells present in the water, as previously described (12). For the

145

FCM analyses, duplicate 500 μL aliquots were sub-sampled from each of the 600 ml

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samples, with one aliquot stained with SYTO-9 to stain both intact (live) and membrane

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damaged (dead) cells, while the other aliquot was stained with both SYTO9 and

148

propidium iodide (which only stains membrane damaged cells). . FCM enumeration

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using a FACS Calibur flow cytometer (Becton Dickinson, San Jose, CA)was performed

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separately to count the total cells (stained with SYTO9 alone) and live cells (the

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population of cells stained with SYTO9 but not propidium iodide). In order to calculate 6

152

cell densities, sample tubes were weighed pre and post analysis to allow calculation of

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the volume analyzed. The resulting FCM data were analyzed using CellQuest software

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(Becton Dickinson, USA). The % viable cells (in Table 1) was calculated using: live

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cell count per mL / total cell count per mL x 100.

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Basic qPCR assays were used for the semi-quantification of the number of

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ammonia oxidizing bacteria (AOB) and archaea (AOA) in each sample using the DNA

158

extractions (Section 2.4.1). The assays used primers for AOA and AOB as previously

159

described (13), except that the PCR reagents were replaced with the Fast Start Essential

160

Probe Master mix (Roche) with the addition of 3.3 µM SYTO9 (final concentration,

161

Molecular Probes). The amplifications were conducted on a RotorGene 6000 HRM

162

(Qiagen) using the published cycling conditions, followed by DNA melting curve

163

analysis on the HRM channel from 70°C to 95°C in 0.2°C increments. The first

164

derivative melting profiles were visualized with the Digital Filter set to “none”. The

165

presence of non-specific amplicon prevented conventional quantification using the

166

amplification curves. Instead, the presence of AOA/AOB was semi-quantified using the

167

height of the DNA melting peaks relative to the peak in the 104 copies/reaction DNA

168

standard. The standard was nominally scored as +++, with samples with higher melting

169

peaks scored as ++++, weak peaks as + and peaks with a height in between weak and

170

the control as +++.

171 172

Metagenomic sequencing

173

DNA extraction

174

Within 24 hours of collection, three 50 ml sub-samples from each of the 600 ml

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water samples were centrifuged at 4000 rpm for 30 minutes to pellet the intact bacterial

176

cells, and the supernatant was discarded. The pellet from each of these sub-samples was

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resuspended in 180 μl of sterile nuclease free water (Sigma-Aldrich, Castle Hill, 7

178

Australia) and transferred to the MoBio Ultraclean Soil DNA Kit (MoBio Laboratories

179

Inc., Solana Beach, CA). DNA was extracted, alongside extraction blanks consisting of

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180 μl of sterile nuclease water, following manufacturer’s recommendations. Once the

181

extractions were complete, DNA yield was quantified using a Nanodrop

182

spectrophotometer (Nanodrop Technologies, Wilmington, DE, USA), and the replicate

183

sub-samples were combined to reduce sequencing costs, resulting in ten samples for the

184

SA system and eight for the WA system (Table 1).

185 186

PCR amplification and NGS sequencing

187

Amplicon libraries were prepared in dedicated sterile PCR hoods. Prior to adding

188

GoTaq, the PCR mastermix was subjected to ultra-violet radiation for fifteen minutes to

189

reduce contamination from laboratory bacteria (14). Sample DNA was added in a

190

second sterile hood in a separate room. A two-step nested PCR approach was adopted,

191

first amplifying a longer DNA fragment prior to amplifying a shorter fragment

192

appropriate for amplicon-based NGS sequencing. This was done to minimize the

193

contribution of highly degraded, uninformative and contaminant DNA (15). A real-time

194

quantitative polymerase chain reaction (RT PCR) platform was used for the PCR

195

amplification step in order to enable comparison of DNA melt curves and determine if

196

samples were contaminated by DNA present in reagents and plastic ware. In the first RT

197

PCR, universal primers 27F (5’-AGAGTTTGATCCTGGCTCAG-3’) and 1492R (5’-

198

TACCTTGTTACGACTT -3) were used to amplify a 1,500 base pair (bp) fragment

199

within the 16S rRNA gene (12). Reactions of 25µL were prepared in quadruplicate and

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pooled post-PCR to reduce PCR bias (16). Each reaction contained 5µL of DNA

201

extraction template, 5% dimethylsulfoxide (DMSO), 3.3μM SYTO-9 dye, 0.4U µL-1 Go

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Taq (Promega), 200 µM dNTPs, 0.5µM of each primer, 1x PCR buffer, 2.5mM of

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MgCl2 and 4.4 μL of nuclease free water, and was amplified using the following 8

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parameters: 95°C for 3 minutes, 35 cycles at 94°C for 30 seconds, 50°C for 60 seconds

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and 72°C for 120 seconds. In the second RT PCR, a smaller 176 bp region from within

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the 1,500 bp PCR product was amplified using barcoded (‘x’ refers to barcode) Ion

207

torrent

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CCATCTCATCCCTGCGTGTCTCCGACTCAGxxxxxxxCCTACGGGAGGCAGCA

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G-3’)

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CCTCTCTATGGGCAGTCGGTGATATTACCGCGGCTGCTGG-3’). Reactions were

211

prepared as above. The second round of amplification was performed with the following

212

parameters: 95°C for 3 minutes, 35 cycles at 95°C for 20 seconds, 65°C for 20 seconds

213

and 72°C for 30 seconds. PCR products were purified (Ampure, Agencourt Bioscience),

214

quantified, and pooled to equimolar concentrations, before sequencing on an Ion

215

Torrent Personal Genome Machine using the Ion PGM 200 sequencing kit (Life

216

technologies, Carlsbad, CA, USA).

217 218

Data analysis

fusion

primers:

and

341F

518R

(5’-

(5’-

219

Reads that contained zero mismatches within the barcode and primer sequence

220

were demultiplexed into their respective samples, and barcodes and primer sequences

221

were trimmed off using CutAdapt v1.1 (17). Reads were then filtered for quality (Phred

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threshold of 20 for 90% of sequence bp) and length (>100bp) using FastX toolkit

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(FASTX-toolkit v0.0.13; http://hannonlab.cshl.edu/fastx_toolkit). The resulting files

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were converted to a QIIME software compatible .fna file (Script available from:

225

(http://www.u.arizona.edu/~gwatts/azcc/QIIMEfastaFormatter.pl) and imported into

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QIIME (18).

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Within QIIME, sequences were clustered to 97% similarity to form operational

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taxonomic units (OTUs) and aligned using Pynast. Chimeric reads were detected and

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removed using Chimera slayer (19). The standard default threshold (0.8) was applied to 9

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assign

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http://greengenes.lbl.gov). Contaminant OTUs identified in the extraction blanks were

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removed from samples. All samples were rarefied at 8904 sequences (i.e. the lowest

233

number of reads present within a single sample) to ensure an even read coverage for

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each sample and minimize skewed diversity estimates. Diversity estimates were

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obtained for each sample by calculating Chao species richness and Shannon-Weiner

236

diversity indices. The number of operational taxonomic units (OTUs) per sample were

237

also measured. Sequences were also re-clustered at 98% similarity and taxonomy re-

238

assigned to improve phylogenetic resolution for some closely related species. Further,

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sequences from specific genera of interest were extracted from the sequence files and

240

then blasted against the NCBI database (date accessed: 17/10/2014) to allow further

241

phylogenetic discrimination between closely related taxa. Exploratory and statistical

242

analysis of the data was carried out using QIIME, SPSS (SPSS Inc. Released 2009.

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PASW Statistics, Version 18.0. Chicago: SPSS Inc.), and Explicet (20). Jack-knifed

244

UPGMA trees based on weighted hierarchal clustering (replicate sequences = 6670; e =

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10) were constructed to visualize sample similarity based on phylogenetic distance

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between taxa (UniFrac software; 21) and were viewed using FigTree V1.4 software

247

(tree.bio.ed.ac.uk/software). Heat maps were constructed within Explicet to visualize

248

dominant taxa (> 0.1%) for each sample and determine dissimilarity between samples.

249

Raw

250

(http://www.ncbi.nlm.nih.gov/sra) under the BioProject ID: PRJNA287069.

taxonomy

data

files

using

were

the

deposited

Greengenes

in

the

database

NCBI

(version

sequence

read

gg_12_8;

archive

251 252

RESULTS

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Treatment effectiveness

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To assess the efficiency of DWDS treatments, bacterial communities pre- and

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post-treatment were compared. Metagenomic amplicon sequencing revealed that the

256

bacterial communities were significantly altered after treatment in both systems (P =
85%) two

390

of the end-use locations within the SA DWDS: SA-3 tank and SA-5 CT (Figure 3b).

391

Closer inspection revealed that the Burkholderiales taxa in the SA-3 tank sample

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belonged to the Comamonadaceae family, and in SA-5 CT predominantly

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Hydrogenophaga, a yellow-pigmented, hydrogen-oxidizing bacterium. These two end-

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use samples had unusually low diversity and OTU counts compared to all other samples

395

(Mann-Whitney U; P = >0.001) and therefore could indicate locations where

396

monochloramine resistant taxa are outcompeting other bacterial taxa for resources.

397

These taxa could be a target for future microbiological studies as the tanks were

398

relatively unusual and may provide useful insights into bacterial community dynamics

399

within DWDSs that utilize monochloramine. The order Sphingomondales were also

400

identified in relatively high proportions in the SA post-disinfection sample, but not in

401

the WA post-disinfection sample. Nevertheless, their relatively high abundance in

402

samples with high amounts of monochloramine warrants further investigation in future

403

studies.

(3%),

Delftia

(10%),

Pelomonas

(2%),

and

an

unknown

16

404 405

Pathogen detection

406

The OTU tables for each system were screened for common waterborne pathogens to

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determine if metagenomics is a feasible tool for pathogen identification in DWDSs.

408

Several genera known to contain pathogenic species were identified in the systems;

409

however, in most cases the 16S gene fragment did not allow species- or strain-level

410

resolution of the taxa. Therefore, we utilized an approach similar to current compliance

411

methods, where potential coliform microorganisms are identified as indicators of

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contamination, even if specific species or strains cannot be resolved (23). The genus

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containing the coliform bacteria Escherichia and Shigella was identified in relatively

414

large proportions in the WA post-disinfection sample (8%) and the WA-1 inlet sample

415

(5%), but was negligible in the SA post-disinfection sample. This suggests the filtration

416

steps used in the SA WTP are crucial for complete removal of fecal coliform cells.

417

However, as the FCM analyses revealed that the WA disinfection step reduces the

418

percentage of viable bacterial cells to just 3.4%, it likely that the Escherichia and

419

Shigella taxa detected by metagenomic sequencing are intact but non-viable cells (i.e.

420

they are effectively neutralized but the cells have not yet degraded). In an attempt to

421

discriminate between Escherichia and Shigella all associated sequences were extracted

422

from the dataset and blasted separately in NCBI. Results indicated that the closest

423

matches to the taxa found in the WA system were Escherichia coli, Escherichia

424

fergusonii, Shigella dysenteria, and Shigella sonnei, some of which are human

425

pathogens (SM5). Other taxa known to contain pathogenic species were also identified

426

throughout the systems. For example, Burkholderia, a genus known to contain

427

pathogenic species, were identified in SA-3 tank, while other samples contained the

428

genera Campylobacter (SA-1 CT), Mycobacterium (SA source water, SA post-

17

429

disinfection, SA-1 CT, SA-3 tank SA-5 CT), and Legionella (SA source water). In the

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WA DWDS, Leptospira (WA-4 CT), Mycobacterium (WA-3, WA-4 CT), Clostridium

431

(WA-3 Inlet), and Legionella (WA source water, WA post-disinfection, WA-4 CT,

432

WA-3 inlet and outlet) were identified.

433 434

DISCUSSION

435

Bacterial communities in drinking water systems are complex, and although current

436

monitoring methods are useful to quantify total and live bacterial cell counts and detect

437

specific taxa, they do not allow the intricate and complex nature of these diverse

438

communities to be effectively evaluated. In this study, the addition of metagenomic

439

analyses to currently used compliance-based methods revealed complex interactions

440

between biological communities and various DWDS parameters, such as water

441

treatment, monochloramine tolerance, nitrification, and tank storage effects. To

442

summarize, the water treatment regimes within both the WA and SA systems were

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initially highly effective at reducing bacterial community diversity and cell counts.

444

However, some sample locations at a further distance from the WTPs displayed

445

bacterial regrowth and increases in diversity. The data also revealed that nitrification

446

was occurring at multiple locations at varying degrees of severity, and that

447

monochloramine

448

Sphingomondales, were present in some locations. The metagenomic analyses

449

successfully identified genera associated with fecal coliforms and pathogens; however,

450

the universality and small size of the gene fragment used in this study prevented

451

specific pathogens from being identified.

tolerant

bacterial

groups,

including

Burkholderiales

and

452

In this study, nitrification was found to be occurring in both systems further along

453

the DWDS. Nitrification refers to the biological oxidation of ammonia to nitrite,

18

454

commonly conducted by the bacterial genus Nitrosomonas (24), followed by the

455

oxidation of nitrite to nitrate, usually by Nitrobacter or Nitrospira (25). Free ammonia

456

is often present in DWDSs as a consequence of the process used to generate chloramine.

457

Nitrospira was detected in WA-4 and SA-2 CT, and water quality analyses revealed

458

little to no ammonia or monochloramine at these locations and elevated levels of nitrate.

459

Nitrospira has been coined the most dominant and ubiquitous group of nitrifying

460

bacteria (26), and was only one of two nitrifying bacteria detected by the metagenomic

461

analysis. However, it is possible that there were other nitrifying bacteria present that

462

have not been classified in genetic databases. The qPCR results indicated that there

463

were AOA and AOB associated genes present throughout the entire systems. However,

464

the metagenomic data only detected nitrifiers when various stages of nitrification were

465

also confirmed by the water quality data. The discrepancy between these results could

466

be due to a number of different reasons; for example, ammonia oxidizers may have been

467

at low abundance and their DNA signal may have been obscured by more highly

468

abundant taxa, preventing detection via metagenomic sequencing. In contrast, it could

469

be that the highly specific nature of the qPCR is detecting AOA and AOB even when

470

the abundance of those taxa is below effectual levels, which would explain their

471

consistent presence throughout the systems. Alternatively, this result may indicate that

472

ammonia-oxidizing genes are present in other bacterial species that may be

473

taxonomically unknown at present. In addition to detecting nitrifying bacteria, the

474

metagenomic data revealed that the end-user locations WA-4 and SA-2 CT had OTU

475

counts, biodiversity measurements and OTU proportions more similar to that of the

476

source water than the post-disinfection samples, suggesting that bacterial population

477

regrowth during nitrification was occurring at these sites. The detection of nitrifying

478

species in DWDS locations in the early stages of nitrification could be used as a

19

479

preventative measure, identifying sections of a DWDS that may require remedial action,

480

such as flushing or additional disinfection, to avoid potential future, more severe

481

nitrification episodes.

482

Taxa identified in samples with high amounts of disinfectant (monochloramine)

483

are likely to be species that are resistant to or tolerant of disinfectants. For example,

484

Burkholderiales, which is known to contain strains resistant to antibiotics (27), were

485

identified in high percentages in the post-disinfection samples in both systems. The

486

sensitivity of Burkholderia to chlorine (28) and monochloramine (29) is known to vary

487

considerably, with some isolates more tolerant than others. Previous research has

488

revealed that co-cultures of the pathogenic Burkholderia species B. pseudomallei with

489

the ubiquitous freshwater amoeba Acanthamoeba astronyxis greatly enhances the

490

survival of B. pseudomallei in the presence of monochloramine, with 100 times more

491

monochloramine required to maintain disinfectant efficacy when the amoeba was

492

present (29). This is due to the ability of Acanthamoeba cysts to resist common

493

disinfectants, such as monochloramine and chlorine, and its ability to bear

494

phagocytosis-resistant bacteria within, thus protecting the bacteria from water

495

treatments (30). While these particular species may not have been present in these

496

systems, it may be the case that similar inter-kingdom interactions can occur for other

497

Burkholderiales species. As eukaryotes were not sequenced in this study, it is not

498

known what amoebae were present in the SA and WA systems. Further, other studies

499

found that viable B. pseudomallei cells can be recovered from water containing up to

500

1000ppm free chlorine and after the disinfectant had previously successfully reduced

501

cells to compliance levels, suggesting that species affected by initial disinfection could

502

recover to harmful levels later in the DWDS (31). Burkholderiales have also previously

503

been identified in drinking water pipe biofilms (32), which may potentially serve as a

20

504

reservoir to seed cells back in to the water post-disinfection. This provides a further

505

possible explanation for the relatively high abundance of Burkholderiales in the post-

506

disinfection samples, as biofilm microorganisms are known to be more resistant to

507

drinking water disinfection than free-living microorganisms (33). Again, although these

508

previous studies have focused on specific pathogenic strains of Burkholderiales, it is

509

possible that other species within this order are able to resist disinfection in the same

510

way. In addition to Burkholderiales, Sphingomonadales are also known to contain

511

chlorine resistant species (34), are found in biofilms (32), and were detected in

512

relatively high proportions in post-disinfection samples. Therefore, it is plausible that

513

the Sphingomonas identified in this study could also be resistant to disinfectants,

514

explaining its high proportions in samples with elevated amounts of monochloromine.

515

Bacterial genera known to contain notable waterborne pathogens were identified at

516

some locations along the DWDSs. Clostridium, Campylobacter, Corynebacterium,

517

Escherichia coli, Mycobacterium, Legionella, Burkholderia and Leptospira were all

518

identified in various samples throughout the systems, some close to the consumer end-

519

use locations. As mentioned previously, Burkholderia contains pathogenic species that

520

have been shown to resist disinfectants and antibiotics. Burkholderia are of particular

521

public health significance in warmer climates (35), with outbreaks of the water-borne

522

disease Meliodosis sporadically occurring in South America, Asia and Australia (36).

523

Campylobacter was present in relatively high abundance in the SA source water.

524

Campylobacter is a known fecal-associated bacteria that usually requires a host to

525

survive and grow (37), the presence of this taxa in the source water combined with its

526

failure to reappear further along the DWDS post-disinfection supports this concept.

527

However, whilst Campylobacter can only survive a few days without a host in water

528

above 15°C, it can survive for many weeks in a viable but non-culturable state in water

21

529

at 4°C (37); therefore it’s presence may be of importance during colder winter months.

530

Cyanobacteria were found in high abundances in the WA post-disinfection sample,

531

likely because chloramine disinfection alone is not capable of destroying filamentous or

532

colonial cells or due to the presence of akinetes, which are environmentally-resistant,

533

dormant cells with thick walls (38). Some cyanobacterial species are of public health

534

significance due to the production of toxins, while others can cause the deterioration of

535

the aesthetic quality of the water due to the production of secondary metabolites that

536

produce an earthy, musty taste and odor (39). Despite the presence of these genera, it

537

must be stressed that the metagenomic data presented here did not confirm the presence

538

of specific pathogenic strains or species and also does not provide information on the

539

viability or infectivity of the taxa detected, making it difficult to quantitatively assess

540

any public health significance. Even so, the ability to identify multiple genera in a large

541

number of samples rapidly and inexpensively demonstrates the usefulness of a

542

metagenomic monitoring approach for screening DWDSs for potential pathogens and

543

other organisms detrimental to water quality. Further to this, increased phylogenetic

544

resolution may be obtainable by targeting loci with greater specificity to target groups,

545

and the inclusion of eukaryotic analyses might reveal important community

546

relationships, such as the symbiotic relationship between Acanthamoeba and

547

Burkholderia discussed above.

548

In future, metagenomics should be used alongside current assessment methods to

549

generate databases that contain information about bacterial taxa typically found in

550

drinking water systems. Such databases would eventually be able provide information

551

about which taxa indicate a healthy, high quality DWDS, and may also help diagnose

552

problems within systems, enabling an appropriate solution to be achieved more rapidly.

553

However, there are limitations associated with metagenomic approaches for assessing

22

554

DWDS health and quality. For example, metagenomics alone does not provide

555

information on the amount of total or viable cells in the system; therefore, intact

556

organisms that are no longer alive and active may be detected (as was seen in the SA

557

post-disinfection sample). Further, choice of loci is critical and should be dependent on

558

the proposed research question. Nonetheless, this study demonstrates that metagenomics

559

used in collaboration with other techniques, such as FCM analyses and nutrient

560

measures, can provide highly useful information about the health status and efficiency

561

of particular DWDSs, and future use will foster a more detailed picture of bacterial

562

community dynamics within DWDSs.

563 564

ACKNOWLEDGEMENTS

565

This work was funded by Australian Research Council (ARC) grants

566

LP110100459 and LP0991985. We gratefully acknowledge the assistance of Renae

567

Philips, Melody Lau, and the Water Treatment and Distribution Research technical team

568

and the support of Ralph Henderson from Water Corporation, Western Australia

569 570

REFERENCES

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27. Schweizer HP. 2012. Mechanisms of antibiotic resistance in Burkholderia

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28. O'Connell HA, Rose LJ, Shams A, Bradley M, Arduino MJ, Rice EW. 2009.

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Variability of Burkholderia pseudomallei strain sensitivities to chlorine

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30. Mogoa E, Bodet C, Morel F, Rodier M, Legube B, Hechard Y. 2011. Cellular

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34. Sun W, Lui W, Cui L, Zhang M, Wang B. 2013. Characterization and

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identification of a chlorine-resistant bacterium, Sphingomonas TS001, from a

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35. Inglis TJJ, Garrow SC, Adams C, Henderson M, Mayo M, Currie BJ. 1999.

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686 687

FIGURE LEGENDS AND TABLES

688 689

Table 1. Sample names and descriptions of water quality for each system: pH,

690

turbidity (Nephelometric Turbidity Unit), DOC (dissolved organic carbon), NH2Cl

691

(Monochloramine), AOB (ammonia oxidizing bacteria), AOA (ammonia oxidizing

692

prokaryotes) and % viable cells (described in materials and methods).

693 694

Figure 1. A diagram of the bacterial diversity within the WA DWDS, including pie

695

charts that depict the ten most prolific bacterial taxa. WTP indicates water treatment

696

plant (monochloramine dosing only), and CT indicates customer tap. Red squares

697

indicate sample collection locations. WA reserviour is fed with a mixture of ground

698

water and desalinated water and has no physical filtration system. The WA WTP

699

utilizes monochloramine.

700 701

Figure 2: A diagram of the bacterial diversity within the SA DWDS, including pie

702

charts that depict the eleven most prolific bacterial taxa. WTP indicates the water

703

treatment plant (five stage treatment plant), and CT indicates customer tap. Red

28

704

squares indicate sample collection points. The SA system utilizes river water as the

705

source, and is treated by a four stage filtration process, followed by Ultra-Violet

706

(UV) and monochloramine disinfection.

707 708

Figure 3. Heatmaps depict the bacterial taxa that contributed to >0.01% of the total

709

diversity in at least one sample and cluster dendogram estimates sample similarity

710

based on weighted Unifrac comparisons of bacterial communities for those samples

711

for the (a) WA DWDS, and (b) SA DWDS.

712 713

Figure. 4. Nutrient concentrations for both (a) WA DWDS and (b) SA DWDS. As

714

water quality indices were measured by different water corporations the protocols

715

used differ slightly, with free ammonia measured for the WA DWDS and ammonia

716

as nitrogen measured for the SA DWDS.

29

Table 1. Sample names and descriptions of water quality for each system: pH, turbidity (Nephelometric Turbidity Unit), DOC (dissolved organic carbon), and NH2Cl (Monochloramine). DOC (mg/L)

NH2Cl (mg/L)

Nitrite as N (mg/L)

Nitrate as N (mg/L)

AOB

AOA

% Viable cells

Total cells / mL

Sample name

Sample Description

pH

Turbidity (NTU)

WA system Source Water Post-disinfection WA 1 Inlet WA 1 Outlet WA 2 tank WA 3 Inlet WA 3 Outlet WA 4 CT

Raw untreated inlet Post-treatment Storage tank inlet Storage tank outlet Storage tank Storage tank inlet Storage tank outlet Customer tap

7.6 8.2 8.3 8.2 8.2 8.4 8.4 8.3

0.49 0.83 0.85 0.74 1.01 0.35 0.33 0.24

1.70 2.10 2.20 2.20 2.50 2.20 2.30 2.10

< 0.1 3.53 3.59 3.34 3.11 2.84 2.52 2.46

Using Amplicon Sequencing To Characterize and Monitor Bacterial Diversity in Drinking Water Distribution Systems.

Drinking water assessments use a variety of microbial, physical, and chemical indicators to evaluate water treatment efficiency and product water qual...
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