ENVE 201 Environmental Engineering Chemistry 1
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Transcript of ENVE 201 Environmental Engineering Chemistry 1
ENVE 201Environmental Engineering
Chemistry 1
CHLORINATION
Dr. Aslıhan Kerç
Chlorination
• Disinfection of public water supplies and wastewater effluents.
To prevent spread of water borne diseases (?)Cholara, typhoid by contamination of drinking water with wastewater
Chlorination forms THMs
Alternative disinfectants :Chlorine dioxideOzone
Emergency chlorination w/hypochlorites (1850)
Continuous chlorination of public water supplies
1904 ( Calcium Hypochloride)
Calcium Hypochloride instable during storage limited usage
Development of gaseous chlorine feeding facilities increased use
Continual decline of waterborne disease
Current increase in waterborne diseases:
• Giardiasis• Cryptosporidium• Infectious Hepatisis ( viral infection )
Protozoa
Chlorine Chemistry
Chlorine compound used in disinfection
• Chlorine gas Cl2
• Calcium Hypochlorite Ca(OCl)2
• Sodium hypochlorite NaOCl• Chlorine dioxide ClO2
(Cl- is not a disinfectant)
For small applications
Cl2 when applied to water forms hypochlorous acid and hydrochloric acid
Cl2 + H2O ↔ HOCl + H+ +Cl- (1)
Stability constant for this rxn
K = [HOCl][H+] [Cl-] / [Cl2] = 4.5*10 -4 @25 ° C
Ionization : HOCl ↔ H+ + OCl- (2)
K = [H+] [OCl-] / [HOCl] = 2.9* 10-8 @ 25 ° C
Free available chlorine = [HOCl] + [OCl-]
Variable w / temperature
• Distribution between these species is important
• Killing effiency of HOCl is 40 -80 times larger than OCl - . Lower pH favors HOCl.
• HOCl = Hypochlorous acid• OCl - = Hypochloride ion
Percentage distribution of HOCl and OCl - :
[HOCl]/ ([HOCl] + [OCl -] = 1 / ( 1+ ([OCl -] / [HOCl] )) = 1 / (1 + (Ki/ [H+]
Hypochlorite salts :
Ca(OCl)2 + 2H2O ↔ 2HOCl + Ca(OH)2
NaOCl + H2O ↔ HOCl+NaOH
• Rxn(1) is dominated by Cl2. Obnoxious comp. NCl3 may form requires high quality water
• For Chlorinator feed water use high quality water
• To avoid localized low pH flash mixing
• Above pH 4 equilibrium (1) shifts to right.
• Cl2 decrease pH
• Hypochlorites increase pH
Rxns. with impurities in water:
• Cl2 and HOCl react with ammonia and humic material.
Rxns with ammonia : • Ammonium ion is in equilibrium with ammonia
and hydrogen ion.
NH4 + ↔ NH3 + H+
• NH3 react with Cl2 or HOCl (hypochlorous acid)
• Rxns are dependent on pH , temperature , contact time , and Cl2 / NH3 ratio
Dominant Species :
• Monochloramine (NH2Cl) and Dichloramine (NHCl2) combined available chlorine
• Chlorine readily reacts with reducing agents.• Fe2+ , Mn 2+ , H2S , organic matter : Chlorine is
reduced to Cl.H2S + Cl2 2HCl + S
• These substances increase chlorine demand.
Cl2 + Phenols Produce mono-, di-,Trichlorophenols produce taste , odor
• Cl2 also reacts with other halogens
Br- + HOCl HOBr + Cl-
• HOBr : Hypobromous acid
• Cl2 and HOBr reacts with humic substance
Halogenated organics. THMs Suspected human carcinogens.
• Maximum contaminant level 100 µg/L 80 µg/L
Alternative disinfectants ?
• Cl2 is the only disinfectant producing protective residual within the distribution systems.
Factors important in disinfection : Time to contact Concentration
Kill α Cn * t
Generalized curve obtained during breakpoint chlorination
Break Point Chlorination
Break Point Chlorination • Cl2 / NH3 ratio 1:1 for the formation of mono ,
dichloroamines.
• Further increase in mole ratio trichloramine, oxidation of part of ammonia to N2 or NO3-.
• These rxns. are completed at mole ratio 1.5:1
• Chloramine residuals maximum @1:1mol
• Then decline to a minimum till 1,5:1
Breakpoint Chlorination • Chlorination of a water to the extent that all the
ammonia is converted to N2 or higher oxidation states.
Theoretically
3 mole chlorine conversion to trichloramine4 mole chlorine complete oxidation to nitrate
2NH3 +3Cl2 N2 +6H++ 6Cl-
• Breakpoint chlorination for better disinfection, required to obtain free chlorine residual , if ammonia is present.
• Method of ammonia removal in ww
• Combined chlorine residuals Longer lasting ( final treatment with ammonia )
• Chlorine demand : Amount of chlorine that must be added to reach a desired level of residual.
Chlorine Residual Determination
• Old Methods total chlorine • New Methods free and combined chlorine
Total Chlorine Residual
• Measurement depend on measuring the oxidizing power
• Other oxidizing agents present may interfere manganese, nitrites
Starch – Iodide Method :
• Oxidizing power of free and combined chlorine to convert iodide to iodine.
Cl2 +2I- I2+ 2Cl-
I2 + starch blue color
• Blue color shows the presence of free chlorine.