Efficacy of Biocides in a Model Plumbing System

 

Treatment of Non-Potable Water Systems and Cooling Towers

Biocide

Concentration

(ppm)

Control Rating for Legionella

Comments

References

Oxidizing

Chlorine

0.5-1.0

Highly effective

Highly corrosive

Cooling Technology Institute, 2000

Ozone

0.1 - 0.5

Highly effective

Difficulty maintaining residuals

-

Chlorine dioxide

0.5 - 1.0

Highly effective

Difficulty maintaining residuals

Gao, 2001

Bromine

0.5 - 1.5

Moderately effective

More effective than chlorine at higher pH

Thomas, 1999

Stabilized bromine chloride

4 - 10 ppm as Br2

Effective

More effective than chlorine at higher pH

McCall, 1999 and Nalepa, 2001

Non-oxidizing

DBNPA

1.9 - 4.0 dry

 

8 - 10 liquid

Highly effective

 

Moderately eff.

98% active powder my be more effective than liquid

Gao, 2001 and Thomas, 1999

Gluteraldehyde

50 - 100

Effective

-

Thomas, 1999

Carbamates

4 - 12 

Ineffective

-

McCall, 1999

Polymeric quaternary amine

8 - 12 Ineffective

-

-

McCall, 1999

 

Disinfection Methods for Legionella in Potable Water Systems
Parameters

Copper/Silver Ionization

Continuous Chlorination Heat and Flush Chlorine Dioxide
Concentration Applied Cu = 0.2 - 0.8 ppm

Ag = 0.02 - 0.08 ppm

2 - 4 ppm

 as free chlorine

160 F for 

30 min

0.5 - 1 ppm  as ClO2
On-site efficacy documented in peer-reviewed literature Yes Yes Yes Yes
Residual protection throughout the distribution system Yes Yes No Yes
Time to recolonization after system shut-down 6 -12 weeks 1 -2 weeks Varies1 No information available
Temperature Residuals unaffected by high temperature Residuals decrease as temperature increases NA2 Residuals decrease as temperature increases
pH Elevated pH (>8.5) may affect efficacy Elevated pH (>8.0) affects efficacy No effect No effect
Disinfection by-product None known Trihalomethane

(THMs)

None Chlorate and Chlorite
Taste and odors None Yes No Minimal at high concentrations
Pipe corrosion Non observed Highly corrosive Old pipe may be affected Corrosive
Maintenance issues Scale control

Routine electrode cleaning

Routine ion monitoring with AA or ICP3

Chlorine storage

Concentration control and monitoring.

Corrosion control with silicate

Scalding possible

Labor intensive

Concentration control and monitoring using DPD method

                                                                  1. The delay of recolonization is variable.  Elevated hot water temperature can delay recolonization

                                                                  2.  Not applicable.

                                                                  3.  Atomic absorption (AA)/Inductively coupled plasma mass spectroscopy (ICP)