Chemistry:CT Value

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CT Values are an important part of calculating disinfectant dosage for the chlorination of drinking water. A CT value is the product of the concentration of a disinfectant (e.g. free chlorine) and the contact time with the water being disinfected. It is typically expressed in units of mg-min/L. The goal of disinfection is the inactivation of microorganisms. This depends on: the microorganism, the disinfectant being used, the concentration of the disinfectant, the contact time, and the temperature and pH of the water.[1]

Kinetics

The disinfection kinetics are conventionally calculated via the Chick-Watson model, named for the work of Harriette Chick[2] and H. E. Watson.[3] This model is expressed by the following equation:[4]

ln⁡(NN0)=−ΛCWCnt

Where:

  • (NN0) is the survival ratio for the microorganisms being killed
  • ΛCW is the Chick-Watson coefficient of specific lethality
  • C is the concentration of the disinfectant (typically in mg/L)
  • n is the coefficient of dilution, frequently assumed to be 1[4]
  • t is the contact time (typically in minutes or seconds)

The survival ratio is commonly expressed as an inactivation ratio (in %) or as the number of reductions in the order of magnitude of the microorganism concentration. For example, a situation where N0=107 CFU/L and N=104 CFU/L would be reported as a 99.9% inactivation or "3-log10" removal.

In water treatment practice, tables of the product C×t are used to calculate disinfection dosages. The calculated CT value is the product of the disinfectant residual (in mg/L) and the detention time (in minutes), through the section at peak hourly flow.[5] These tables express the required CT values to achieve a desired removal of microorganisms of interest in drinking water (e.g. Giardia lamblia cysts) for a given disinfectant under constant temperature and pH conditions. A portion of such a table is reproduced below.

Example CT Table

CT Values for the Inactivation of Giardia Cysts by Free Chlorine at 5 °C and pH ≈ 7.0:[6]

Chlorine Concentration (mg/L) 1 log inactivation (mg·L−1·min) 2 log inactivation (mg·L−1·min) 3 log inactivation (mg·L−1·min)
0.6 48 95 143
1.2 51 101 152
1.8 54 108 162
2.4 57 115 172

Full tables are much larger than this example and should be obtained from the regulatory agency for a particular jurisdiction.

See also

References

  1. ↑ Pine, Rob; Joe Savage. "Everything You Ever Wanted to Know About CT (and then some)". New Mexico Environment Department. http://www.nmenv.state.nm.us/dwb/whats_new/documents/CT.pdf. Retrieved 20 October 2013. 
  2. ↑ Chick, Harriette (January 1908). "An Investigation of the Laws of Disinfection". The Journal of Hygiene 8 (1): 92–158. doi:10.1017/s0022172400006987. PMID 20474353. 
  3. ↑ Watson, Herbert Edmeston (1908). "A Note on the Variation of the Rate of Disinfection with Change in the Concentration of the Disinfectant". The Journal of Hygiene 8 (4): 536–42. doi:10.1017/s0022172400015928. PMID 20474372. 
  4. ↑ 4.0 4.1 MWH (2005). Water Treatment: Principles And Design (2 ed.). Hoboken, NJ: John Wiley & Sons. ISBN 0471110183. 
  5. ↑ Office of Drinking Water (1991). Guidance Manual for Compliance with the Filtration and Disinfection Requirements for Public Water Systems Using Surface Water Sources. United States Environmental Protection Agency. https://www.epa.gov/sites/production/files/2015-10/documents/guidance_manual_for_compliance_with_the_filtration_and_disinfection_requirements.pdf. "page 3-20" 
  6. ↑ Office of Drinking Water (1991). Guidance Manual for Compliance with the Filtration and Disinfection Requirements for Public Water Systems Using Surface Water Sources. United States Environmental Protection Agency. https://www.epa.gov/sites/production/files/2015-10/documents/guidance_manual_for_compliance_with_the_filtration_and_disinfection_requirements.pdf. "Table E-2"