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Because of advances in the field of pollution detection technology.
Because of population growth and related pollution of waters.
Because of the excessive demands on operators' time, which have prevented adequate O & M.
Because of the lack of maintenance and deterioration of treatment equipment.
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The amount of chlorine needed to satisfy the chlorine demand and the amount of chlorine residual needed for disinfection.
The amount of chlorine sufficient to kill the microorganisms present in the water supply
The amount of chlorine that reacts with the organic and inorganic materials in water.
The total amount of all compounds with disinfecting properties plus any remaining free (uncombined) chlorine.
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By limiting the amount of prechlorination and by removing the organic materials prior to chlorination.
By neutralizing the formation of carcinogenic compounds.
By removing any doubt or suspicion about the chemical reactions.
By revealing the direction of the chemical reactions.
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Addition of chlorine to water until the chlorine demand has been satisfied.
Compounds formed by the reaction of hypochlorous acid (or aqueous chlorine) with ammonia.
Organic compounds combined with chlorine.
Phenolic compounds (carbolic acids) combined with chlorine.
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Ammonia creates high chlorine demands.
Chloramines are less effective as a disinfectant than free chlorine residuals.
Chloramines tend to enhance the production of tastes and odors
The process is relatively expensive.
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