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10.2                       CHAPTER TEN

         TABLE  10.1  Physical Constants for Common Disinfecting Agents

                                       Solubility
                                       in water at                 Heat of
                              Molecular   1 atm and   Boiling   Melting   vaporization,
            Name      Symbol   weight   25 ° C, g/L   point, °C   point, °C   cal/g
         Chlorine      C12     70.91    7.29      -34.5   -  101    68.7
         Ozone         03      48.00    0.006*   -  112   -  192    54.0
         Chlorine dioxide   C102   67.45   8.0t    10.9    -59      96.6

          • 190 03 by weight.
          tAssumes equilibrium with 10% C102 gas phase.


         tion. The first use of ozone for disinfection was  at Nice,  France,  in  1910.  Since that time,
         disinfection has become  an accepted  water supply  practice  throughout the world.  Chlori-
         nation has been the dominant method employed, but ozonation has been widely used also.
         There  has  also  been  increasing  use  of  chlorine  dioxide  as  a  disinfectant  in  the  United
         States  and Europe.
           Some  of the  physical  constants for the  three  most  common  disinfecting agents,  chlo-
         rine,  ozone,  and  chlorine  dioxide,  are  listed  in  Table  10.1.  Note  that  all  three  normally
         exist as  gases,  although  chlorine dioxide  liquefies  at  a  temperature  near  10 ° C.  Chlorine
         is available as a compressed liquid, but ozone and chlorine dioxide must be manufactured
         on-site  (ozone  because  it decomposes,  chlorine  dioxide  because  it  is  dangerous  to  store
         in a concentrated compressed form). Chlorine can also be provided as one of the hypochlo-
         rites  available as  a bulk liquid or generated on-site.
           Oxidants  are  used  in  water  treatment  to  accomplish  a  wide  variety  of  treatment  ob-
         jectives  besides  disinfection,  including  mitigation  of  objectionable  tastes  and  odors,  re-
         moval  of  color,  removal  of  iron  and  manganese,  and  oxidation  of  organic  chemicals.
         Oxidation  of contaminants in  water by  means  of aeration  is covered  in detail  in Chapter
         5.  Information  on  the  chemicals  used  in  water  treatment  is provided  in Appendix A.  In-
         formation  on chemical  handling and chemical  feed  equipment  is covered  in Chapter  15.
           For additional information on the theory and chemical reactions involved in oxidation
         and disinfection,  refer to the companion  AWWA  text  Water Quality and  Treatment.


         REGULA TORY FRAMEWORK


         A  number  of  regulations  have  been  promulgated  by  the  U.S.  Environmental  Protection
         Agency  (USEPA)  under  the  Safe  Drinking  Water  Act  (SDWA)  that affect  how  or when
         a  water  treatment  system  performs  oxidation  or  disinfection.  In  addition  to  the  require-
         ments  under the  Primary  and  Secondary  Regulations,  several  specific  rules  have  a  great
         impact on oxidation  and disinfection process  and are described  in the following  sections.


         Secondary Regulations

         The National  Secondary  Drinking Water Standards  apply to drinking water contaminants
         that  may  adversely  affect  the  aesthetic  qualities  of  water,  such  as  odor  and  appearance.
        These qualities have no known adverse health effects,  and thus  secondary regulations are
         not mandatory.  However,  the quantities listed in the Secondary  Standards do seriously af-
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