12
Reversible shift in the a-, b- and g-proteobacteria populations of drinking water biofilms during discontinuous chlorination L. Mathieu a, *, C. Bouteleux a,1 , S. Fass b , E. Angel a , J.C. Block c a Laboratoire d’hydroclimatologie me ´dicale Environnement et Sante ´, Ecole Pratique des Hautes Etudes, UMR 7564, CNRS-Nancy Universite ´, 15 avenue du Charmois, F-54500 Vandoeuvre-le `s-Nancy, France b Cellule Europe-Service Relations Internationales, 24-30 rue Lionnois, BP 60120, F-54003 Nancy Cedex, France c LCPME, Laboratoire de Chimie Physique et Microbiologie pour l’Environnement, UMR 7564, CNRS-Nancy Universite ´, 405 rue de Vandoeuvre, F-54600 Villers-le `s-Nancy, France article info Article history: Received 22 January 2009 Received in revised form 29 April 2009 Accepted 5 May 2009 Published online 14 May 2009 Keywords: Drinking water biofilm Proteobacteria Discontinuous chlorination Bacterial population resilience abstract As disinfection strategies could support a shift of some bacterial populations, the biodi- versity of drinking water biofilms depending on the disinfectant concentrations was explored. The effect of different chlorine sequences applied for several weeks (0.1–0.4– 0.1 mg Cl 2 L 1 or vice versa) was tested on the abundance of the a-, b- and g-proteobacteria populations, used as indicators of changes in bacterial populations within drinking water biofilms. Using dynamic (industrial pilot) and batch (bench scale) conditions, our work demonstrated the ability of the 3 proteobacteria subclasses to re-organize following discontinuous chlorinations. The b- and g-proteobacteria subclasses were favoured by high free residual chlorine concentrations (0.4 mg Cl 2 L 1 ) while a-proteobacteria population was sensitive to this oxidant level. The proteobacteria population shifts within the biofilm exposed to discontinuous chlorination were reversible. The resilience of the biofilm pro- teobacteria populations exposed to oxidant stress questioned the emergence of bacterial population less sensitive to chlorine. ª 2009 Elsevier Ltd. All rights reserved. 1. Introduction The composition and dynamics of bacterial communities in drinking water distribution systems, especially in biofilms, are far from being thoroughly assessed and understood today. As shown by pioneering and recent studies, many culturable bacteria in drinking water distribution systems belong to the phylum Proteobacteria. Some of the commonly detected genera included Pseudomonas, Sphingomonas, Caulobacter, Aeromonas, Acinetobacter, Rhodobium, Aquabacterium and Acidovorax (Olson and Nagy, 1984; LeChevallier et al., 1987, 1980; Norton and LeChevallier, 2000; Martiny et al., 2005; Lee and Kim, 2003; Tokajian et al., 2005). However such data are definitively biased as (1) the majority of bacterial cells in natural envi- ronments and chlorinated waters are nonculturable by current methods (Szewzyk et al., 2000; Colwell and Grimes, 2000; McFeters, 1990), and (2) culture methods do select some phyla as proteobacteria (Martiny et al., 2005). Application of nucleic acid-based approaches in drinking water research has the ability to more thoroughly describe the presence, relative abundances and the dynamics of different genera of bacteria present in samples (Liu and Stahl, 2002). Under such modern investigations, the bacterial communities in biofilms appear much more diversified than expected and not only dominated * Corresponding author. Tel.: þ33 (0) 3 83 68 22 36; fax: þ33 (0) 3 83 68 22 33. E-mail address: [email protected] (L. Mathieu). 1 Present address: EDF R&D/LNHE, Groupe Qualite ´ de l’Eau et Environnement, 6 quai Watier, F-78401 Chatou Cedex, France. Available at www.sciencedirect.com journal homepage: www.elsevier.com/locate/watres 0043-1354/$ – see front matter ª 2009 Elsevier Ltd. All rights reserved. doi:10.1016/j.watres.2009.05.005 water research 43 (2009) 3375–3386

Reversible shift in the α-, β- and γ-proteobacteria populations of drinking water biofilms during discontinuous chlorination

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w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 6

Avai lab le a t www.sc iencedi rec t .com

journa l homepage : www.e lsev ie r . com/ loca te /wat res

Reversible shift in the a-, b- and g-proteobacteria populationsof drinking water biofilms during discontinuous chlorination

L. Mathieua,*, C. Bouteleuxa,1, S. Fassb, E. Angela, J.C. Blockc

aLaboratoire d’hydroclimatologie medicale Environnement et Sante, Ecole Pratique des Hautes Etudes, UMR 7564, CNRS-Nancy Universite,

15 avenue du Charmois, F-54500 Vandoeuvre-les-Nancy, FrancebCellule Europe-Service Relations Internationales, 24-30 rue Lionnois, BP 60120, F-54003 Nancy Cedex, FrancecLCPME, Laboratoire de Chimie Physique et Microbiologie pour l’Environnement, UMR 7564, CNRS-Nancy Universite, 405 rue de Vandoeuvre,

F-54600 Villers-les-Nancy, France

a r t i c l e i n f o

Article history:

Received 22 January 2009

Received in revised form

29 April 2009

Accepted 5 May 2009

Published online 14 May 2009

Keywords:

Drinking water biofilm

Proteobacteria

Discontinuous chlorination

Bacterial population resilience

* Corresponding author. Tel.: þ33 (0) 3 83 68E-mail address: laurence.mathieu@mede

1 Present address: EDF R&D/LNHE, Groupe0043-1354/$ – see front matter ª 2009 Elsevidoi:10.1016/j.watres.2009.05.005

a b s t r a c t

As disinfection strategies could support a shift of some bacterial populations, the biodi-

versity of drinking water biofilms depending on the disinfectant concentrations was

explored. The effect of different chlorine sequences applied for several weeks (0.1–0.4–

0.1 mg Cl2 L�1 or vice versa) was tested on the abundance of the a-, b- and g-proteobacteria

populations, used as indicators of changes in bacterial populations within drinking water

biofilms. Using dynamic (industrial pilot) and batch (bench scale) conditions, our work

demonstrated the ability of the 3 proteobacteria subclasses to re-organize following

discontinuous chlorinations. The b- and g-proteobacteria subclasses were favoured by high

free residual chlorine concentrations (0.4 mg Cl2 L�1) while a-proteobacteria population

was sensitive to this oxidant level. The proteobacteria population shifts within the biofilm

exposed to discontinuous chlorination were reversible. The resilience of the biofilm pro-

teobacteria populations exposed to oxidant stress questioned the emergence of bacterial

population less sensitive to chlorine.

ª 2009 Elsevier Ltd. All rights reserved.

1. Introduction Tokajian et al., 2005). However such data are definitively

The composition and dynamics of bacterial communities in

drinking water distribution systems, especially in biofilms, are

far from being thoroughly assessed and understood today. As

shown by pioneering and recent studies, many culturable

bacteria in drinking water distribution systems belong to the

phylum Proteobacteria. Some of the commonly detected genera

included Pseudomonas, Sphingomonas, Caulobacter, Aeromonas,

Acinetobacter, Rhodobium, Aquabacterium and Acidovorax (Olson

and Nagy, 1984; LeChevallier et al., 1987, 1980; Norton and

LeChevallier, 2000; Martiny et al., 2005; Lee and Kim, 2003;

22 36; fax: þ33 (0) 3 83 68cine.uhp-nancy.fr (L. MatQualite de l’Eau et Enviroer Ltd. All rights reserved

biased as (1) the majority of bacterial cells in natural envi-

ronments and chlorinated waters are nonculturable by

current methods (Szewzyk et al., 2000; Colwell and Grimes,

2000; McFeters, 1990), and (2) culture methods do select some

phyla as proteobacteria (Martiny et al., 2005). Application of

nucleic acid-based approaches in drinking water research has

the ability to more thoroughly describe the presence, relative

abundances and the dynamics of different genera of bacteria

present in samples (Liu and Stahl, 2002). Under such modern

investigations, the bacterial communities in biofilms appear

much more diversified than expected and not only dominated

22 33.hieu).nnement, 6 quai Watier, F-78401 Chatou Cedex, France..

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 63376

by the Proteobacteria but also well represented by the phyla

Actinobacteria, Firmicutes, Verrucomicrobia, Nitrospirae and Bac-

teriodetes (Martiny et al., 2005).

Even when they are not a dominant population, proteobac-

teria, particularly the a-, b- and g-proteobacteria, are system-

atically found indrinkingwater supply systems(Santo Domingo

et al., 2003; Schmeisser et al., 2003; Schwartz et al., 1998; Kalm-

bach et al., 1997; Eichler et al., 2006). Then, their proportion or

their variation could be used as an indicator of changes in the

bacterial populationexposedtoenvironmentalstresses. Indeed,

among the proteobacteria, the a, b and g subclasses were

reported to vary widely depending on the pipe material (Kalm-

bach et al., 1997; Schwartz et al., 1998; Norton and LeChevallier,

2000), the biofilm age (Martiny et al., 2003) and the disinfection

practice (Batte et al., 2003; Williams et al., 2004). As a result,

bacterial diversity differed depending on the drinking water

distribution system. For instance, the drinking water biofilms

from the Berlin, Mainz or Montreal distribution systems were

characterized by a high number of b-proteobacteria (Schwartz

et al., 1998; Kalmbach et al., 1997; Batte et al., 2003), while others

were characterized by a-proteobacteria (Williams et al., 2004;

Schmeisser etal., 2003).Finally,acommon thread between most

of these studies was the low abundance of g-proteobacteria,

which includes most pathogens and opportunistic pathogens,

and could account for approximately 30% of Eubacteria in some

studies (Batte et al., 2003).

As changes in environmental pressures may balance the

structure of the biofilm populations, the impact of different

disinfection strategies commonly used in distribution

systems (type and dose of disinfectant) on the bacterial

diversity within drinking water biofilms should be explored.

Therefore, the question about the emergence of undesirable

flora as a result of some disinfection practices is still open.

Few studies reported the microbial effects of changing disin-

fection regimes from chlorine to monochloramine in drinking

water biofilms, with population shifts and the emergence of

Legionella species in chlorinated biofilms and mycobacteria in

chloraminated ones (Pryor et al., 2004; Santo Domingo et al.,

2003; Williams et al., 2005). Codony et al. (2005) also demon-

strated that successive absence/presence of chlorine episodes

increased the number of culturable heterotrophic bacteria

(HPC) in drinking water, owing to a greater resistance of the

bacterial populations to disinfectants. The authors showed

that after each event of chlorine depletion, the reduction of

HPC due to chlorination was lower than in the previous event

leading to a lower microbial quality in the supply network.

In this context, the main objective of this study was to

monitor the effect of discontinuous chlorination on the abun-

dance of a-, b- and g-proteobacteria in drinking water biofilms,

using a culture-independent method: Fluorescent In Situ

Hybridization (FISH). To meet this objective, discontinuous

chlorinations were applied on an experimental distribution

system (i) to assess the variation of the a-, b- and g-proteo-

bacteria populations within the Eubacteria biofilm communi-

ties and the possible shifts in their proportion,(ii) to evaluate

the chlorine sensitivity of these populations exposed to 0.1 and

0.4 mg Cl2 L�1 residual free chlorine or vice versa, and (iii)

finally to determine the resilience of the microbial group of a-,

b- and g-proteobacteria within drinking water biofilms when

exposed to discontinuous chlorination. The assays were

conducted on a largely colonized experimental distribution

system composed of two loops supplied with drinking water

from the city of Nancy, which was chlorinated on the experi-

mental site in order to obtain a free chlorine residual of either

0.1 or 0.4 mg Cl2 L�1 in the experimental drinking water system.

The resilience of these proteobacteria communities within

drinking water biofilms is then discussed.

2. Materials and methods

2.1. Experimental drinking water distribution systemand sampling

The pilot distribution system used in this study was

comprised of two identical independent loops made of

industrial pipes (loops A and B). The 20-year-old pilot system

had been continuously fed with the drinking water from

Nancy city (France) and, as a result, was largely colonized by

its heterotrophic bacterial biomass. Each loop (31 m long,

100 mm in diameter, cement-lined cast iron) had a water flow

velocity of approximately 1 m s�1, a volume of 240 L, a theo-

retical hydraulic residence time of 24 h (flow rate: 10 L h�1) and

may be looked at as a perfectly mixed reactor.

Experiments were carried out between March 2005 and

May 2006, each loop was continuously fed with tap water from

Nancy city’s distribution system which was chlorinated on

site in two 50 L tanks (average hydraulic residence time of 3 h

before pumping in the loops A or B) to reach the residual free

chlorine concentrations of 0.1 or 0.4 mg Cl2 L�1 in the experi-

mental drinking water distribution network.

Special sampling devices (wettable area: 2 cm2; 21 devices

per loop) allowed PVC (unplasticized polyvinyl chloride

approved for the contact with cold water intended for human

consumption, material still largely used in distribution

systems in Europe) coupons to be placed on the inner wall of

the pipe for biofilm colonization. These coupons were placed

in the loops at the beginning of the experiments, about three

to seven months before chlorine discontinuities were applied.

Consequently, the biofilms analysed after the second discon-

tinuity sequence had also been exposed to the first one.

Water were sampled at the inlet of each loop, collected in 1 L

sterile bottles containing sodium thiosulfate (20 mg) and stored

at 6 �C for less than 2 h before bacterial analysis. PVC coupons

were placed in sterile flasks containing 25 mL of bacteria-free

distilled water. Less than 2 h later, the biofilm was dispersed by

gentle sonication (20 kHz; Vibra cell) for 2 min, using a micro-

probe placed 1 cm above the coupon (power output 10 W).

2.2. Chemical and physical water analysis

Dissolved organic carbon (DOC), pH, chlorine and temperature

were measured according to methods previously reported

elsewhere (Fass et al., 2003; Grandjean et al., 2005).

2.3. Counting of total bacteria and bacteria withmembrane integrity

The total number of bacteria and the number of bacteria with

membrane integrity (impermeant to iodide propidium) were

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 6 3377

determined with Live/Dead BacLight kit (Molecular Probes, no.

L7012) (Boulos et al., 1999). Briefly, the stains (0.17 mM syto 9

and 1 mM propidium iodide) were added to a 1 ml aliquot of

the water sample, followed by incubation in the dark for

15 min. The sample was then filtered through a 25 mm

diameter, 0.2 mm pore-size black polycarbonate membrane

(Millipore), and the filter was mounted in BacLight mounting

oil. Observation was performed with an epifluorescence

microscope (BX40; Olympus) equipped with a�100 immersion

objective lens, a 470–490 nm excitation filter and a 520 nm

barrier filter Depending on the sample volume analysed, 30–

100 randomly chosen microscopic fields were counted to

reach a count of at least 100 cells for each sample. The total

number of stained cells (greenþ red fluorescent cells) and the

number of membrane undamaged cells (green fluorescent

cells) were expressed in cells per mL or cells per cm2 for water

and biofilm, respectively.

2.4. Fluorescent in situ hybridization procedure

The universal bacterial probe EUB338 (50-GCTGCCTCC

CGTAGGAGT-30) was used to estimate the density of FISH-

detectable cells (Amann et al., 1990; Loy et al., 2003). To assess

the abundance of the three proteobacteria populations,

biofilm bacteria were also targeted by the FISH probes: ALF1b

(50-CGTTCGYTCTGAGCCAG-30) for a-proteobacteria; BET42a

(50-GCCTTCCCACTTCGTTT-30) for b-proteobacteria; and

GAM42a (50-GCCTTCCCACATCGTTT-30) for g-proteobacteria

(Loy et al., 2003; Manz et al., 1992). Details on oligonucleotide

probes are available at probeBase. All probes were labelled

with Cy3 at the 50 end. Since probes BET42a and GAM42a

differed only by one base pair, hybridization was performed

with an unlabelled competitor as described by Manz et al.

(1992): an unlabelled BET42a probe (5 ng mL�1) was added for

hybridization with the labelled GAM42a probe, and an unla-

belled GAM42a probe (5 ng mL�1) was added for hybridization

with the labelled BET42a probe. The FISH protocol was adap-

ted from Batte et al. (2003). Each water sample was filtered

through a 25 mm diameter, 0.2 mm pore-size white poly-

carbonate membrane (Millipore) and was fixed with 3.7% (vol/

vol) formaldehyde for 30 min. The samples were washed twice

with phosphate-buffered saline (pH 7.4), air dried and dehy-

drated with 2 mL of increasing concentrations of ethanol (50%,

80% and 95%, 3 min each). Fifty microlitres of hybridization

solution were applied to the filter. The hybridization solution

contained 5 ng mL�1 of probe (and also 5 ng mL of unlabelled

probe used as a competitor when necessary), 0.9 M NaCl, 0.1%

SDS, 20 mM Tris-HCl [pH 7.2], and 35% formamide (for EUB338

probe) or 40% formamide (for the other probes). Hybridization

was performed for 2 h at 46 �C� 1 �C in a moisture chamber.

The filter was then washed twice for 15 min in 30 mL of 46 �C

preheated wash solution. This solution contained 20 mM

Tris-HCl [pH 7.2], 0.1% SDS, and 88 mM or 62.4 mM NaCl

(corresponding to the hybridization performed with 35% or

40% formamide, respectively). The filter was then counter-

stained with 1 mL of DAPI (0.05 mg mL�1), rinsed with ultrapure

water, air dried and then mounted on a slide with AF87

antifading reagent (Citifluor, Ltd., London, United Kingdom).

Hybridized cells were visualized by epifluorescence micro-

scopy (BX40, Olympus) with green light for Cy3 staining

(ref. U-MWG2, Olympus; dichroic mirror 570 nm, excitation

filter 510–550 nm and barrier filter 590 nm) or UV light for DAPI

staining (ref. U-MNU2, Olympus; dichroic mirror 400 nm,

excitation filter 360–370 nm and barrier filter 420 nm). Fifty to

one hundred microscopic fields were counted, depending on

bacteria concentration. For each of the analyses, the FISH-

hybridized cells were counted and on the same microscopic

field, these FISH cells were also checked for positive staining

by DAPI. This procedure prevents the counting of false-posi-

tive events under the microscope. Systematic checks of the

quality of the hybridization procedures were performed by

using species known to hybridize (or not) with the three

probes. The results were expressed in cells per mL or cells per

cm2 for water and biofilm, respectively. The percentage of

bacteria hybridized by the EUB338 probe among the total

population was calculated by comparison with the number of

bacteria counted by DAPI staining on the same slide. The

proportions of a-, b- and g-proteobacteria enumerated by FISH

were calculated by reference to the Eubacteria concentration.

2.5. Heterotrophic plate counts

Heterotrophic bacteria were cultured according to French

standard methods (AFNOR, 2003): a 1 mL aliquot of the sample

or of its decimal dilutions was mixed with melted, tempered

glucose-free nutrient agar and incubated for 15 days at 22 �C.

Colonies were expressed as CFU mL�1 and CFU cm�2 after 15

days of incubation for water and biofilm samples, respectively.

2.6. Experimental set-up for chlorine discontinuities onthe experimental water distribution system

Chlorine discontinuities were carried out by rapid change

(increasing or decreasing) in the chlorine treatment at the

inlet of the pilot network in order to get 0.1 or 0.4 mg Cl2 L�1 in

the distribution system. Relatively high concentrations of

chlorine were added as commercial bleach (up to 3 mg Cl2 L�1)

in the two 50 L tanks connected to the loops A and B, in order

to fulfil the chlorine demand of the system and to obtain the

expected chlorine residuals.

A first chlorine exposure sequence was conducted within

the loop A: free chlorine was checked around 0.1 mg Cl2 L�1 in

the loop for 4.5 months (from March to July), then changed to

0.4 mg Cl2 L�1 (increasing discontinuity done in July) for 2

months and later decreased to 0.1 mg Cl2 L�1 (decreasing

discontinuity done in September) during 2.5 months (Fig. 1). A

second chlorine exposure sequence was conducted within the

loop B of the experimental distribution system: the residual

free chlorine concentration was controlled in the loop around

0.4 mg Cl2 L�1 for 5 months (from June to November), then

decreased to 0.1 mg Cl2 L�1 (decreasing discontinuity done

in November) for 2 months, and later again increased to

0.4 mg Cl2 L�1 (increasing discontinuity done in January of the

next year) over a 3-month period (Fig. 2). In other words,

the chlorine discontinuities of both 0.1 to 0.4 mg Cl2 L�1 and

0.4 to 0.1 mg Cl2 L�1 were performed twice in two independent

loops, at two different seasonal periods. During chlorine

exposure sequences, samplings were performed over a more

restricted zone, composed of five time periods (Figs. 1 and 2).

In all cases, water and biofilm samples (from 4 to 12 according

0

0.2

0.4

0.6

0.8

1

2005-03-01 2005-04-25 2005-06-22 2005-08-17 2005-10-10 2005-12-02 2006-02-01 2006-03-27 2006-05-230

5

10

15

20

25

30

35

Chlorine Loop A Temp. Loop A

A1

A2 A3

A4 A5

Free ch

lo

rin

e (m

g C

I2 L

-1)

A1

A2 A3

A4 A5

Fig. 1 – Water temperatures and residual free chlorine concentrations measured in the loop A of the experimental

distribution system with a chlorine sequence of 0.1–0.4–0.1 mg Cl2 LL1. Each point represents a single measure. The grey

area corresponds to the chlorine exposure period of the biofilm; A1 to A5 schematized the periods when regular samplings

were realized for biofilm analysis: A1 [ 3 weeks chlorination at 0.1 mg Cl2 LL1, A2 [ 3 weeks at 0.4 mg Cl2 LL1, A3 [ 10

weeks at 0.4 mg Cl2 LL1, A4 [ 3 weeks at 0.1 mg Cl2 LL1, A5 [ 10 weeks at 0.1 mg Cl2 LL1. The arrows below the x-axis

indicate the chlorine discontinuity’s events.

0

0.2

0.4

0.6

0.8

1

2005-03-01 2005-04-25 2005-06-22 2005-08-17 2005-10-10 2005-12-02 2006-02-01 2006-03-27 2006-05-230

5

10

15

20

25

30

35Chlorine Loop B Temp. Loop B

B1

B2

B5B4B1

B2

B5B4

Free ch

lo

rin

e (m

g C

I2 L

-1)

Fig. 2 – Water temperatures and residual free chlorine concentrations measured in the loop B of the experimental

distribution system with a chlorine sequence of 0.4–0.1–0.4 mg Cl2 LL1. Each point represents a single measure. The grey

area corresponds to the chlorine exposure period of the biofilm; B1 to B5 schematized the periods when regular samplings

were realized for biofilm analysis: B1 [ 3 weeks chlorination at 0.4 mg Cl2 LL1, B2 [ 3 weeks at 0.1 mg Cl2 LL1, B3 [ 10

weeks at 0.1 mg Cl2 LL1, B4 [ 3 weeks at 0.4 mg Cl2 LL1, B5 [ 10 weeks at 0.4 mg Cl2 LL1. The arrows below the x-axis

indicate the chlorine discontinuity’s events.

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 63378

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 6 3379

to the chlorination sequence) were taken out for analysis. All

samples were characterized in terms of total number of

bacteria, culturable bacteria and bacteria with undamaged

membrane (BacLight kit). In addition, the phylogenetic

composition was evaluated, using the FISH method, by tar-

geting the populations of Eubacteria and a-, b- and g-proteo-

bacteria as described above.

2.7. Experimental set-up for bacterial populations’sensitivity to chlorine in batch tests

In order to assess the chlorine effects on a-, b- and g-proteo-

bacteria, assays were performed in laboratory in batch

conditions. Drinking water was taken from the distribution

network of Nancy. Three flasks (A, B, C) were prepared con-

taining: (1) drinking water supplemented with sodium thio-

sulfate (dechlorinated water¼ control); (2) chlorinated water

at around 0.2 mg Cl2 L�1; and (3) chlorinated water at around

1.1 mg Cl2 L�1. All the flasks were incubated for 24 h at 20 �C in

the dark, without shaking. After 24 h incubations, analyses

were carried out on each flask to quantify the free chlorine, as

well as the total number of bacteria, the Eubacteria, and the a-,

b- and g-proteobacteria (before and after treatment). These

experiments were repeated twice.

2.8. Statistical analysis

Statistical analysis was performed on all the raw data of

bacterial counts for each loop separately. The Mann–Whitney

nonparametric test was used to assess the effect of chlorine

discontinuities on the microbiological quality of biofilm. To

this end, pre- and post-chlorine discontinuity data were

compared. All data were analysed with StatView 5.0 software

(SAS Institute Inc., Cary, NC, USA).

Table 1 – Average characteristics of chlorinated drinking wate

Periods of discontinuous chlorination

A1

Targeted chlorine concentrations (mg Cl2 L�1) 0.1

pH (n¼ 38 to 188)a 7.9 (0.1)

Residual free chlorine (mg Cl2 L�1) (n¼ 44 to 171)a 1.3 (0.4)

TOC (mg L�1) (n¼ 5 to 39)a 1.4 (0.2)

Culturable bacteria (CFU mL�1 after 15 days) (n¼ 7 to 19)a <1

Bacteria (cells mL�1) (n¼ 7 to 18)a 1.3� 105

(8.3� 104)

Membrane integrity (cells mL�1) (n¼ 7 to 18)a 3.0� 104

(2.0� 104)

Eubacteria (cells mL�1) (n¼ 7 to 19)a 2.9� 104

(2.4� 104)

a-proteobacteria (cells mL�1) (n¼ 7 to 18)a 8.7� 103

(7.2� 103)

b-proteobacteria (cells mL�1) (n¼ 7 to 19)a 1.1� 103

(9.4� 102)

g-proteobacteria (cells mL�1) (n¼ 7 to 19)a 4.8� 102

(4.0� 102)

nd¼ not determined.

a Depending on the loops and the time period of monitoring.

3. Results

3.1. Water characteristics at the inlet of the loops

The chlorine exposure sequences were performed in loop A

from March to December 2005 and in loop B during June 2005

to April 2006, with drinking water temperatures ranging from

15 �C to 32 �C (Figs. 1 and 2). These high temperatures of the

drinking water in the loops, especially in summer time, were

due to the fact that the pilot was located in a non-air-condi-

tioned technical hall.

The main characteristics of the chlorinated drinking

waters at the inlet of the loops turned out to be very similar

whatever the period of testing (Table 1). The slightly alkaline

pH (on average 7.9) was a result of the neutralization with

NaOH of the water corrosivity at the treatment plant of Nancy

(Grandjean et al., 2005) and the addition of bleach on the

experimental site at the inlet of the two loops. DOC was esti-

mated to be around 1.5 mg C L�1, of which biodegradable DOC

accounted for approximately 30% (Bouteleux et al., 2005).

Water collected at the inlet of loops A and B was found to

contain 0.8 to 2.5� 105 bacterial cells mL�1 (Table 1), of which

less than 1& could be cultured, which was expected consid-

ering the high residual free chlorine concentration (0.8 to

1.7 mg Cl2 L�1) in water before entering the loop (Table 1).

Among the total number of bacterial cells, 12–15% were

detected as bacteria with intact membranes using the BacLight

kit. The Eubacteria averaged 18.8%� 9.3% and 15.5%� 4.8% in

the water collected at the inlet of loops A and B, respectively

(Table 1). Among this Eubacteria population, 46.6� 21% and

45.1� 17% were found to be proteobacteria in water of loops A

and B, respectively. There was a broad dominance of the

a-proteobacteria subclass with on average 45%� 20% (loop A)

rs at the inlet of the experimental distribution system.

Loop A Loop B

A2 and A3 A4 and A5 B1 B2 and B3 B4 and B5

0.4 0.1 0.4 0.1 0.4

7.8 (0.07) 7.9 (0.07) 7.9 (0.19) 7.8 (0.07) 7.9 (0.06)

1.7 (0.6) 1.1 (0.1) 1.3 (0.3) 0.8 (0.2) 1.4 (0.2)

1.5 (0.07) 1.4 (0.07) 1.5 (0.3) nd nd

<1 <1 <1 2 (2) <1

2.5� 105 1.5� 105 1.2� 105 8.0� 104 1.0� 105

(1.1� 105) (1.5� 105) (4.8� 104) (3.5� 104) (2.8� 104)

2.6� 104 1.5� 104 1.3� 104 7.2� 103 1.4� 104

(3.0� 104) (1.5� 104) (7.7� 103) (7.3� 103) (1.7� 104)

2.8� 104 4.9� 104 2.7� 104 1.2� 104 1.5� 104

(1.3� 104) (4.9� 104) (1.2� 104) (4.7� 103) (8.3� 103)

1.5� 104 1.6� 104 1.1� 104 5.0� 103 6.0� 103

(9.4� 103) (1.6� 104) (7.1� 103) (3.0� 103) (2.3� 103)

1.9� 102 1.4� 102 5.4� 102 2.0� 102 3.1� 102

(6.8� 101) (1.4� 102) (3.4� 102) (1.0� 102) (1.6� 102)

1.1� 102 1.1� 102 2.2� 102 1.4� 102 1.1� 102

(1.0� 102) (1.1� 102) (1.8� 102) (8.9� 101) (4.0� 101)

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 63380

and 41%� 16.7% (loop B), against 2� 4% (loop A) and 1.9� 0.7%

(loop B) for the b subclass and 1� 1% (loop A) and 1� 0.5%

(loop B) for the g subclass (Table 1). The pH and DOC

concentrations of the drinking water entering the loops did

not appear to be altered when changing chlorine concentra-

tions at the inlet of the pilot distribution system. Moreover,

the free chlorine residuals contained in the water entering the

network did not seem to have any assessable impact on the

number of culturable bacteria ( p> 0.1 for both loops) which

was already very low before chlorination, nor on the number

of a-, b- and g-proteobacteria ( p> 0.1 for both loops) in chlo-

rinated drinking water (Table 1).

3.2. Effect of chlorine discontinuities 0.1 to0.4 mg Cl2 L�1 on drinking water biofilm

The chlorine discontinuity which aimed at increasing chlorine

concentration from 0.1 to 0.4 mg Cl2 L�1 was tested at two

periods: July 2005 and January 2006, on loop A and B, respec-

tively (Figs. 1 and 2).

Before increasing chlorine level in loops A and B, three

biofilm coupons were collected just before the chlorine

change in both loops in order to characterize the bacterial

biomass and served as a control before discontinuity. At this

stage, the biofilms had been exposed to chlorine concentra-

tions of around 0.1 mg Cl2 L�1 for 4.5 (loop A) to 2 (loop B)

months. In both loops, they were found to host bacteria within

the range of 2� 106 (loop A) to 9� 106 (loop B) cells cm�2 of

which 10% (loop A) and 5% (loop B) were culturable cells and

around 85% showed intact membranes (Fig. 3, sampling

periods A1 and B3). A twofold difference appeared in the

percentage of Eubacteria between the biofilms of the two loops

(loop A: 27.4%� 7.2%; loop B: 58.8%� 1.5%) (Fig. 3, sampling

periods A1 and B3). Despite a higher concentration of Eubac-

teria in loop B’s biofilm, the proportions of the proteobacteria

subclasses were very similar in both loops (on average 39%).

Among them, the a subclass prevailed, in the range of 37–38%

of Eubacteria, whereas b- and g-proteobacteria remained

1E+03

1E+04

1E+05

1E+06

1E+07

Bacteria (cells cm

-2) an

d cu

ltu

rab

le

bacteria (C

FU

15d

cm

-2)

Loop A

Period A1(0.1 mg Cl2 L

-1)Periods A2 + A3(0.4 mg Cl2 L

-1)

Fig. 3 – Characteristics of biofilms exposed to chlorine discontin

counts of total bacteria (cells cmL2) , bacteria with intact me

Eubacteria detected by in situ hybridization (probe EUB338) (cells

incubation) . Each point is an average value of 4–8 biofilm c

Figs. 1 and 2.

clearly low in this biofilm exposed continuously to

0.1 mg Cl2 L�1 free chlorine (<2% for b subclass and<0.3% for g

subclass). These biofilm bacterial dominances turned out to be

in accordance with those measured in the chlorinated

drinking water of both loops (data not shown).

Organic carbon transitory release in water was observed

when initiating chlorination from 0.1 to 0.4 mg Cl2 L�1 (data

not shown), in agreement with previous observations (Fass

et al., 2003). Increasing the residual of free chlorine from 0.1 to

0.4 mg Cl2 L�1 has only a slight effect on the biofilm bacterial

concentrations. Only an unexpected trend of increase in the

total bacterial count and in the number of bacteria with intact

membranes occurred within the biofilm (Fig. 3, sampling

periods A1 and A2þA3). These variations could be essentially

due to seasonal effect as the bacterial concentrations in the

drinking water at the inlet of the loops slightly increased at the

same time. When increasing chlorine concentration to

0.4 mg Cl2 L�1, the culturable fraction of biofilm bacteria in

loops A or B tended to decrease by a factor 2–4, but the biofilm

still contained around 1� 105 CFU cm�2 after 15 days of incu-

bation (Fig. 3).

The number of Eubacteria in biofilm did not change signif-

icantly as the free chlorine residual was changed from 0.1 to

0.4 mg Cl2 L�1. It remained in the range of 1.4� 106 cells cm�2

for loop A and 3–5� 106 cells cm�2 for loop B (Fig. 3). On the

contrary, the response of the biofilm proteobacteria exposed

to this chlorine discontinuity was different for each of the

three subpopulations considered. Even if the a-proteobacteria

remained the dominant subclass, a systematic decrease

occurred in their number (loop A: p¼ 0.04; loop B: p¼ 0.02) and

proportion (loop A: p¼ 0.1; loop B: p¼ 0.02), from 37–38% to 25–

29% whatever the loop, inversely with chlorine concentration.

In parallel, the number and proportion of b- and g-proteo-

bacteria ( p¼ 0.04 and p¼ 0.02 for b and g proportions

respectively, for both loops) were found to increase substan-

tially following the rise in chlorine residual levels (Fig. 5,

sampling periods A1 to A3 and B3 to B5). While the b-proteo-

bacteria accounted for 1–2% of the Eubacteria population in the

1E+03

1E+04

1E+05

1E+06

1E+07

Bacteria (cells cm

-2) an

d cu

ltu

rab

le

bacteria (C

FU

15d

cm

-2)

Loop B

Period B3(0.1 mg Cl2 L

-1)Periods B4 + B5(0.4 mg Cl2 L

-1)

uities from 0.1 to 0.4 mg Cl2 LL1 in loops A and B. Average

mbranes detected after BacLight staining (cells cmL2) ,

cmL2) and culturable bacteria (CFU cmL2 after 15 days

oupons. For a description of the periods of chlorination, see

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 6 3381

biofilm exposed to 0.1 mg Cl2 L�1, they represented 3–4% in the

biofilm exposed for 2 months to 0.4 mg Cl2 L�1. In the same

way, 2–14 times more g-proteobacteria were detected in the

biofilm chlorinated at 0.4 mg Cl2 L�1 compared to the ones

chlorinated at 0.1 mg Cl2 L�1. Thus, while this bacterial

subclass in biofilm amounted to less than 0.1% of the Eubac-

teria population at 0.1 mg Cl2 L�1, it reached 1% and 0.6% ten

weeks after the change in residual chlorine in loops A and B,

respectively (Fig. 5, sampling periods A1 to A3 and B3 to B5).

It is also noteworthy that the proportions of the proteo-

bacteria subclasses measured in the biofilm changed gradu-

ally in the time course of the experiments (chlorine exposure

from 2 to 5 months). For instance, the effects of the chlorine

discontinuity on the number and percentages of g-proteo-

bacteria were already observed after 3 weeks of continuous

chlorination at 0.4 mg Cl2 L�1 and were confirmed and became

significant after 10 weeks (Loop A: p¼ 0.021) (Fig. 5). Similar

observations could be made for the other two proteobacteria

subclasses. A third assay, carried out one year later on another

loop of the same experimental distribution system (loop C),

showed the same shift in the proteobacteria populations

within the drinking water biofilm subjected to free chlorine

concentration changes (see supplementary data Fig. S1).

3.3. Effect of chlorine discontinuities 0.4 to0.1 mg Cl2 L�1 on drinking water biofilm

Two other independent discontinuity’s scenario with

decreasing chlorine concentrations were tested at two periods:

September 2005 and November 2005, on loops A and B,

respectively (Figs. 1 and 2). Before decreasing the concentration

of chlorine, three biofilm coupons were collected just before

the chlorine change in both loops A and B in order to charac-

terize the bacterial biomass and served as a control before

discontinuity (Figs. 1 and 2, sampling periods A3 to A5 and B1 to

B3). At this stage, the biofilms had been exposed to chlorine

concentrations of around 0.4 mg Cl2 L�1 for 2 (loop A) and 5

(loop B) months. Prior to discontinuity, the biofilm contained

on average 6–8� 106 cells cm�2, of which 82.9%� 3.6% (loop A)

and 63.5%� 1% (loop B) had intact membranes (BacLight kit),

1E+03

1E+04

1E+05

1E+06

1E+07

Ba

cte

ria

(c

ells

c

m-2) a

nd

c

ultu

ra

ble

ba

cte

ria

(C

FU

1

5d

c

m-2)

Loop A

Period A3(0.4 mg Cl2 L-1)

Periods A4 + A5(0.1 mg Cl2 L-1)

Fig. 4 – Characteristics of biofilms exposed to chlorine discontin

counts of total bacteria (cells cmL2) , bacteria with intact me

Eubacteria detected by in situ hybridization (probe EUB338) (cells

incubation) . Each point is an average value of 4–8 biofilm c

Figs. 1 and 2.

while the culturable fraction of bacteria within the biofilm was

found to be low: 1.2% in loop A and 5.7% in loop B. The chlori-

nated biofilm was characterized by around 40% of Eubacteria

(loop A: 41.7%� 10.3%; loop B: 43.4%� 2.0%) (Fig. 4). Proteobac-

teria phylum was slightly represented: 29.8%� 8.8% and

24.5%� 2.8% in loops A and B, respectively. Among the three

proteobacteria classes analysed, the a subclass was dominant

(on average 25–23%), whereas the b and g subclasses were

poorly represented (<3.2% and <1.1%, respectively) in the

drinking water biofilms exposed continuously to 0.4 mg Cl2 L�1

free chlorine (Fig. 5, sampling periods A3 to A5 and B1 to B3).

Chlorine discontinuities from 0.4 to 0.1 mg Cl2 L�1 were

found not to significantly modify the total number of bacteria

in the biofilms in loops A and B ( p¼ 0.23 and p¼ 0.12, respec-

tively), nor the number of bacteria with undamaged

membranes (loop A: p¼ 0.23; loop B: p¼ 0.3) or the number of

culturable bacteria ( p> 0.1 for both loops). Only a trend of

increase in the bacterial cultivability within the biofilm was

observed for loop A (Fig. 4). No significant change in Eubacteria

concentrations was observed following the chlorine disconti-

nuities 0.4 to 0.1 mg Cl2 L�1. Only a weak tendency to increase

appeared in loop A when reducing the chlorine dose from 0.4 to

0.1 mg Cl2 L�1 (1.4� 106 to 2.9� 106 cells cm�2) (Fig. 4). On the

contrary, all 3 proteobacteria classes found in the biofilm had

their levels considerably altered as the residual free chlorine

concentrations decreased, even if the dominance ranks within

the bacterial population remained unchanged. Indeed, the a-

proteobacteria within the biofilm saw their number increase

significantly (loop A: p¼ 0.006; loop B: p¼ 0.02) when chlorine

concentration reached 0.1 mg Cl2 L�1, accounting for almost

38% (loop A) and 35% (loop B) of the Eubacteria. On the contrary,

the b- and g-proteobacteria saw their number and proportion

decreased when chlorine levels dropped from 0.4 to

0.1 mg Cl2 L�1 (Fig. 5, sampling periods A3 to A5 and B1 to B3).

As observed for the 0.1–0.4 mg Cl2 L�1 chlorine sequence,

the shift in the 3 proteobacteria populations took place grad-

ually during the 3 months of experiments (Fig. 5). As an

example, the concentration of g-proteobacteria within the

biofilm was found to decline from 1.4� 104 cm�2 (sampling

period A3) at 0.4 mg Cl2 L�1 to 1.1� 104 cells cm�2 (sampling

1E+03

1E+04

1E+05

1E+06

1E+07

Ba

cte

ria

(c

ells

c

m-2) a

nd

c

ultu

ra

ble

ba

cte

ria

(C

FU

1

5d

c

m-2)

Loop B

Period B1(0.4 mg Cl2 L

-1)Periods B2 + B3(0.1 mg Cl2 L-1)

uities from 0.4 to 0.1 mg Cl2 LL1 in loops A and B Average

mbranes detected after BacLight staining (cells cmL2) ,

cmL2) and culturable bacteria (CFU cmL2 after 15 days

oupons. For a description of the periods of chlorination, see

mg Cl2 L-1

A

αα-p

ro

teo

bacteria

(%

E

UB

338)

0%

10%

20%

30%

40%

50%

60%Loop A

0%

10%

20%

30%

40%

50%

60%

Loop Bβ-

pro

teo

bacteria

(%

EU

B338)

0%

2%

4%

6%

8%

10%

0%

2%

4%

6%

8%

10%

γ-p

ro

teo

bacteria

(%

EU

B338)

0.0%

0.5%

1.0%

1.5%

2.0%

0.0%

0.5%

1.0%

1.5%

2.0%

0.10.4

0.1

0.4

0.10.4

A1 A2 A3 A4 A5 B1 B2 B3 B4 B5

B

Fig. 5 – Average evolutions of the proportions of a-, b- and g-proteobacteria among the Eubacteria in the drinking water

biofilms exposed to chlorine discontinuity sequences of 0.1–0.4–0.1 mg Cl2 LL1 in loop A (A) and 0.4–0.1–0.4 mg Cl2 LL1 in

loop B (B) (for each point n [ 3–8). For a description of the periods of chlorination, see Figs. 1 and 2.

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 63382

period A4) and 7.8� 103 cells cm�2 (sampling period A5)

respectively 4 and 9 weeks after the chlorine change.

3.4. Chlorine sensitivity of the a-, b- andg-proteobacteria populations in drinking water(laboratory experiments)

In an attempt to understand previous observations, laboratory

tests were performed with drinking water chlorinated in the

laboratory (batch assays) in order to determine the a-, b- and

g-proteobacteria sensitivity to chlorine. Quantification of the

three proteobacteria subgroups was conducted on drinking

water dechlorinated with sodium thiosulfate (control: flask A)

and chlorinated water (at 0.2 and 1.2 mg Cl2 L�1 for flask B and

C, respectively). After 24 h incubation at 20 �C, only

0.03 mg Cl2 L�1 of residual free chlorine was detected in flask

B, but flask C still contained 0.6 mg Cl2 L�1 free chlorine. In the

control flask A, the total number of bacteria remained stable

during the 24 h incubation (8.4� 104 cells mL�1 at T¼ 0 and

7.9� 104 cells mL�1 at T¼ 24 h), whereas a decrease in the

total number of bacteria in chlorinated drinking waters was

shown between T¼ 0 and T¼ 24 h in flasks B and C (Fig. 6).

The results showed that among the proteobacteria, the a,

b and g subclasses did not behave the same way. First, the a-

proteobacteria concentration was found to remain stable in

control flask A (dechlorinated drinking water) but to drop in

the presence of residual chlorine: the higher the chlorine

concentration, the more a-proteobacteria lost (Fig. 6). Second,

the b-proteobacteria concentration was shown to increase in

24 h in the dechlorinated drinking water (flask A) (þ0.4 log

after 24 h). While it proved to remain stable in slightly chlo-

rinated water (only unsignificant �0.02 log after 24 h), it

showed a more marked drop (�0.4 log after 24 h) in the

1.1 mg Cl2 L�1 chlorinated water (Fig. 6). Third, the population

of g-proteobacteria was the only one to be seen stable during

the 24 h incubation even for the higher chlorine dose tested

(þ0.1 log after 24 h). By way of consequence their proportion

among the Eubacteria increased from 2.1% to 3.8% and 9.4% on

average in chlorinated drinking waters chlorinated at

0.2 mg Cl2 L�1 and 1.1 mg Cl2 L�1, respectively.

-1.0

-0.8

-0.6

-0.4

-0.2

0.0

0.2

0.4

0.6

0.8

1.0

Total number ofbacteria

Eubacteria Alpha-proteobacteria

Beta-proteobacteria

Gamma-proteobacteria

lo

g cells (T

24h

) - lo

g cells (T

0)

Dechlorinated water (control) (residual free chlorine <0.02 mg Cl2 L-1)Free chlorine applied at T0: 0.2 mg Cl2 L

-1 (residual free chlorine at T24h: 0.03 mg Cl2 L-1)

Free chlorine applied at T0: 1.1 mg Cl2 L-1 (residual free chlorine at T24h: 0.6 mg Cl2 L-1)

Fig. 6 – Laboratory tests carried out on planktonic drinking water bacteria. Ratio (logT24h L logT0) of the total number of

bacteria (DAPI staining), Eubacteria (probe EUB338), a-proteobacteria (probe ALF1b), b-proteobacteria (probe BET42a) and g-

proteobacteria (probe GAM42a) depending on the chlorine concentrations applied for 24 h at 22 8C (n [ 2).

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 6 3383

4. Discussion

The characterization of the bacterial diversity of drinking

water is a pioneering field as only few works have docu-

mented the composition of biofilm communities using

nucleic-based approaches (Kalmbach et al., 1997; Martiny

et al., 2005; Schmeisser et al., 2003; Williams et al., 2005;

Schwartz et al., 1998). We used the in situ hybridization (FISH)

method in spite of the inability of the so-called universal

probes EUB338 to target all Eubacteria (Moter and Gobel, 2000).

Our results showed that, on average, Eubacteria represented 15

to 19% (in water) and 27 to 58% (in biofilm) of the total cells

stained with DAPI. The differences in the Eubacteria percent-

ages within our drinking water biofilm between the two loops

could be explained by the seasonal variations of the inlet

water and the age of the biofilm (4.5 and 7 months old in loops

A and B, respectively). These values were lower than those

recorded in other studies carried out on non-disinfected

drinking systems. For instance, Kalmbach et al. (1997) and

Manz et al. (1993) detected 23% and 37% of planktonic Eubac-

teria and 50% and 68% of biofilm Eubacteria, respectively.

Eubacteria may be not detected by FISH because: (1) some

phyla are not targeted by the EUB338 probe (Daims et al., 1999);

(2) hybridization efficiency may be reduced due to chlorine

reactivity with nucleic acids (Saby et al., 1997; Phe et al., 2005);

and (3) reduced signal intensity or false negative results have

been reported, due to the rRNA content of bacterial cells which

may significantly vary between species, especially under

adverse conditions which altered the physiological status of

bacteria (Delong et al., 1989; Poulsen et al., 1993).

Within our drinking water biofilm developed on PVC and

exposed to discontinuous chlorination, the Eubacteria contained

only 30 to 40% of a-, b- and g-proteobacteria, suggesting that

these three subclasses do not represent the biofilm predomi-

nant communities, as already reported by Martiny et al. (2005).

Besides, the proteobacteria within our chlorinated biofilm was

shown to be dominated by the a subclass, whereas the

b subclass prevailed in some other works (Batte et al., 2003). As

for the g subclass, it appeared to be little represented with less

than 2% on average within the chlorinated drinking water bio-

films which is consistent with other data (Williams et al., 2004;

Kalmbach et al., 1997; Manz et al., 1993. The abundance of

specific-group composition within the biofilm could be influ-

enced by the pipe material (Kalmbach et al., 1997). And as

demonstrated by Schwartz et al. (1998), plastic materials such as

PVC, widely used in domestic drinking water distribution

systems, appeared to be colonized very frequently by b- and

g-proteobacteria, whereas the b subclass was detected in higher

percentages on metallic materials (steel, copper).

The present study brings original data as it looked at biofilm

communities in response to discontinuous chlorinations

(from low to high levels and vice versa). First, it demonstrated

that the groups of b- and g-proteobacteria in biofilms were fav-

oured when chlorine concentrations increased, while the

number and proportion of a-proteobacteria declined. To our

knowledge, only the study from Batte et al. (2003) pointed out that

within a 113-day-old chlorinated drinking water biofilm the pro-

portions of b-proteobacteria decreased and those of

g-proteobacteria increased when applying chlorine (7 days at

1 mg Cl2 L�1). Additional chlorine discontinuity assays were

performed on the same experimental network in parallel with

a control loop exposed to continuous chlorine concentrations

of 0.4 mg Cl2 L�1 or 0.1 mg Cl2 L�1. The resulting data supported

our conclusions that the proteobacteria populations show

a shifting pattern within the drinking water biofilm subjected to

free chlorine concentration changes (see supplementary data

Figs. S1 and S2). Second, laboratory testing conducted with

chlorinated drinking water confirmed that the g subclass

behaves specifically and resists quite well to chlorine in spite of

high free chlorine concentrations applied (Fig. 6). Third, our study

demonstrated that, within a drinking water biofilm exposed to

discontinuous chlorination, a reversible shift in the proportions

of the three classes of proteobacteria was systematically

observed (at least for three reactors at two different seasons)

(Figs. 6 and S1, S2). Indeed, when testing chlorination sequences

of 0.1–0.4–0.1 mg Cl2 L�1 or 0.4–0.1–0.4 mg Cl2 L�1, as reported

on Fig. 5, the proportions of a- and g-proteobacteria within the

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 63384

biofilm returned to their original values (i.e., those observed

before the first discontinuity when chlorine residual was 0.1 or

0.4 mg Cl2 L�1). Only the proportion of b-proteobacteria did not

systematically return to its initial level and was favoured and

increased in the biofilm exposed to high chlorine doses.

The variations of the a-, b- and g-proteobacteria populations

appeared to be an interesting indicator of the impact of oxidant

stress because these three proteobacteria subclasses were

characterized by a relevant degree of flexibility as their relative

proportions returned to their original levels after being disturbed

by chlorine. This phenomenon is described in the literature

under the term ‘‘resilience’’ of bacterial communities, as

opposed to ‘‘resistance’’ defined asthedegreetowhich microbial

composition remained unchanged in the face of a disturbance

(Allison and Martiny, 2008). In the light of these two definitions,

withinourchlorinateddrinking waterbiofilm, thegroupsof a-, b-

and g-proteobacteria appeared to be resilient and able to quickly

(i.e., within few weeks) return to their original levels depending

on the residual free chlorine concentrations.

Lower chlorine sensitivity of g-proteobacteria compara-

tively to a-proteobacteria population is difficult to explain at

this stage of knowledge and only hypothesis can be settled,

referring to factors considered to be responsible for biofilm

tolerance (Lewis, 2001).

The first hypothesis is that the g subclass, described as

pioneer during the formation of drinking water biofilm

(Kalmbach, 1998), could be located deeper within the biofilm

and thus be less susceptible to chlorine which diffusion is

limited by reaction–diffusion interactions within the biofilm

matrix (De Beer et al., 1994; Stewart and Franklin, 2008).

However, this possible explanation is not consistent with our

batch assays carried out on planktonic drinking water bacteria

exposed to increasing doses of chlorine, which showed that

the abundance of the planktonic g-proteobacteria increased

as free residual chlorine increased while the number of

planktonic a-proteobacteria decreased.

The second hypothesis is that g-proteobacteria population

grew slowly may be because of limited access to nutrients and

oxygen, which may contribute to increase its tolerance to

chlorine. This low susceptibility of slow growing bacteria is

well-known for biofilm bacteria exposed to antimicrobial

agents (Drenkard, 2003; Lewis, 2001; Costerton et al., 1999).

Again, this assumption is not consistent with our short-term

batch test (24 h chlorination), because planktonic a-, b- and g-

proteobacteria showed rapid responses to chlorine stress

similar to those observed in the biofilms (i.e., an increase in

the number of g-proteobacteria).

The third and most probable hypothesis that could explain

the distinct response to chlorine between the three proteo-

bacteria subclasses is the differential expression of stress

oxidant resistance genes within the bacterial communities

(Storz and Imlay, 1999). There is however no information on

the existence of different and specific oxidant stress regula-

tory systems between the three proteobacteria subclasses.

Additional experiments are required to characterize the

expression of genes encoding the oxidative stress response in

the a-, b- and g-proteobacteria populations associated with

differential induction of resistance mechanisms.

A key question for the future is whether changes in chlo-

rine concentrations in the drinking water systems can lead to

a permanent occurrence of some bacterial populations, such

as g-proteobacteria, to assess the accumulation of undesirable

microorganisms as this has already been observed in hospital

hot-water distribution systems (colonization by Pseudomonas

or Legionella).

5. Conclusions

This work enabled us to study the effect of discontinuous

chlorination on the a-, b- and g-proteobacteria used as indi-

cators of changes in bacterial populations within drinking

water biofilms. This work demonstrated the ability of these

bacterial communities to re-organize following a chlorine

stress, and suggested the resilience of proteobacteria biofilm

communities. In particular, it demonstrated that:

- The g-proteobacteria population (subclass sparsely repre-

sented but including more than 40 different genus among

which are most of the pathogens and opportunistic patho-

gens carried by water) within drinking water biofilms is less

sensitive to chlorine than its a counterpart. The g-proteo-

bacteria increase in proportion and number when increasing

chlorine concentration. This was also confirmed by labora-

tory tests on chlorinated drinking water.

- The change in the numbers and proportions of the three pro-

teobacteria subclasses within the biofilm appeared gradually

in the time course of the experiments (from 2 to 5 months).

- The population shifts within a drinking water biofilm

exposed to discontinuous chlorination were reversible.

The application of chlorine in a network modifies the

bacterial communities of the biofilm and supports de facto

bacterial populations less sensitive to chlorine (in particular

the g-proteobacteria). These results questioned the emer-

gence of bacterial populations less susceptible to chlorine

according to the chlorination practices. A more complete

picture of microbial community diversity and interspecies

relationships should facilitate a better understanding of

disinfection resistance phenomena.

Acknowledgments

The results of this study were obtained within the scope of

a study coordinated by the Centre International de l’Eau de

Nancy (NANCIE) and supported by the following partners:

Anjou Recherche and VEOLIA EAU, the Syndicat des Eaux d’Ile

de France, the Agence de l’Eau Seine-Normandie, the Com-

munaute Urbaine du Grand Nancy (CUGN, France), and the

Centre International de l’Eau de Nancy.

Appendix.Supplementary data

Supplementary data associated with this article can be found

in the online version, at doi:10.1016/j.watres.2009.05.005.

w a t e r r e s e a r c h 4 3 ( 2 0 0 9 ) 3 3 7 5 – 3 3 8 6 3385

r e f e r e n c e s

Allison, S.D., Martiny, J.B., 2008. Resistance, resilience andredundancy in microbial communities. Proc. Natl. Acad. Sci.105 (1), 11512–11519.

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