164x Filetype PPTX File size 0.58 MB Source: uomustansiriyah.edu.iq
Disinfection of potable water is the specialized treatment for destruction or removal of organisms capable of causing disease. Disinfectants widely used in water treatment are oxidizing agents such as chlorine. Being a strong oxidant chlorine will react with the oxidizable materials present in water before it has a chance to act as a disinfectant. Chlorine in water: Chlorine has been widely used in disinfecting water. It is cheap reliable and easy to handle. Chlorine and water react according to the following equation. Cl + H O HOCl (hypochlorous acid)+HCl 2 2 HOCl H+ + OCl – (hypochlorite ion) Hypochlorous acid is a strong disinfectant because of its ability to diffuse easily through the cell walls of a microorganisms and disrupt the life function. The relative concentration of HOCl and OCl – vary with pH, water temperature and the concentration of chlorine in solution. HOCl is many times stronger as an oxidant than OCl – . The predominant concentration of HOCl and OCl – are below pH=6 and above pH=7.5 respectively. Therefor, the disinfection power of chlorine decreases with increase in pH. The chlorine existing in water as hypochlorius acid, hypochlorite ion and molecular chlorine is defined as free available chlorine. Free available chlorine react with ammonia and many organic amines to form chloramine which is less active. This chloramine is known as combined available chlorine. NH + HOCl NH Cl (monochloramine) + H O 3 2 2 NHCl+ HOCl NHCl (dichloramine) + H O 2 2 2 NHCl + HOCl NCl (trichloramine) + H O 2 3 2 Break point Chlorination: When chlorination is added to water, it is consumed in oxidizing a wide variety of compounds present in water (organic matters and other compounds). No chlorine can be measured until the initial chlorine demand is satisfied (point A – B) In the following figure. After meeting the initial demand, the added chlorine reacts with the ammonia to produce combined chlorine residual (chloramines) which increases with additional dosage until a maximum combined residual is reached (Point B – C).
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