|
| | 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)
|