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Dose–response algorithms for water-borne Pseudomonas aeruginosa folliculitis

Published online by Cambridge University Press:  02 October 2014

D. J. ROSER*
Affiliation:
UNSW Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney, New South Wales, Australia
B. VAN DEN AKKER
Affiliation:
UNSW Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney, New South Wales, Australia
S. BOASE
Affiliation:
Department of Otorhinolaryngology, Head and Neck Surgery, The Queen Elizabeth Hospital, Woodville, SA, Australia
C. N. HAAS
Affiliation:
Department of Civil, Architectural and Environmental Engineering, Drexel University, Philadelphia, USA
N. J. ASHBOLT
Affiliation:
UNSW Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney, New South Wales, Australia School of Public Health, University of Alberta, Edmonton Alberta, Canada
S. A. RICE
Affiliation:
The School of Biotechnology and Biomolecular Sciences and the Centre for Marine Bio-Innovation, University of New South Wales, Sydney, New South Wales, Australia The Singapore Centre on Environmental Life Sciences Engineering, and the School of Biological Sciences, Nanyang Technological University Singapore
*
* Author for correspondence: Dr D. J. Roser, UNSW Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney, New South Wales, 2052, Australia. (Email: djroser@unsw.edu.au)
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Summary

We developed two dose–response algorithms for P. aeruginosa pool folliculitis using bacterial and lesion density estimates, associated with undetectable, significant, and almost certain folliculitis. Literature data were fitted to Furumoto & Mickey's equations, developed for plant epidermis-invading pathogens: N l  = A ln(1 + BC) (log-linear model); P inf = 1−e(−r c C) (exponential model), where A and B are 2.51644 × 107 lesions/m2 and 2.28011 × 10−11 c.f.u./ml P. aeruginosa, respectively; C = pathogen density (c.f.u./ml), N l  = folliculitis lesions/m2, P inf = probability of infection, and r C  = 4·3 × 10−7 c.f.u./ml P. aeruginosa. Outbreak data indicates these algorithms apply to exposure durations of 41 ± 25 min. Typical water quality benchmarks (≈10−2 c.f.u./ml) appear conservative but still useful as the literature indicated repeated detection likely implies unstable control barriers and bacterial bloom potential. In future, culture-based outbreak testing should be supplemented with quantitative polymerase chain reaction and organic carbon assays, and quantification of folliculitis aetiology to better understand P. aeruginosa risks.

Information

Type
Original Papers
Copyright
Copyright © Cambridge University Press 2014 
Figure 0

Table 1. Information supporting estimation of folliculitis dose–response algorithm coefficients

Figure 1

Table 2. Deduced inputs for dose–response algorithm fitting to equations (1) and (2)

Figure 2

Fig. 1. Percentage of pool users acquiring folliculitis as a function of exposure time.

Figure 3

Fig. 2. Exponential and log-linear dose–response curve fits. Data points from Table 2.

Figure 4

Fig. 3. Header tanks, a potential domestic water contamination source. (a) Poor tank management (top lost or discarded); (b) tank contaminant accumulation (algae and cyanobacteria provide carbon for biofilms); (c) bath water.