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ENVE 201 Environmental Engineering Chemistry 1

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ENVE 201 Environmental Engineering Chemistry 1 CHLORINATION Dr. Asl han Ker Chlorination Disinfection of public water supplies and wastewater effluents. – PowerPoint PPT presentation

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Title: ENVE 201 Environmental Engineering Chemistry 1


1
ENVE 201Environmental Engineering Chemistry 1
  • CHLORINATION
  • Dr. Aslihan Kerç

2
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

3
  • Alternative disinfectants
  • Chlorine dioxide
  • Ozone
  • Emergency chlorination w/hypochlorites (1850)
  • Continuous chlorination of public water supplies
  • ? 1904 ( Calcium Hypochloride)

4
  • Calcium Hypochloride ?instable during storage
    ?limited usage
  • Development of gaseous chlorine feeding
    facilities ?increased use
  • Continual decline of waterborne disease

5
  • Current increase in waterborne diseases
  • Giardiasis
  • Cryptosporidium
  • Infectious Hepatisis ( viral infection )

Protozoa
6
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
7
  • Cl2 when applied to water ? forms hypochlorous
    acid and hydrochloric acid
  • Cl2 H2O ? HOCl H Cl- (1)
  • Stability constant for this rxn
  • K HOClH Cl- / Cl2 4.510 -4 _at_25
    C

8
  • Ionization
  • HOCl ? H OCl- (2)
  • K H OCl- / HOCl 2.9 10-8 _at_ 25 C
  • Free available chlorine HOCl OCl-

Variable w / temperature
9
  • 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

10
  • 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 ? HOClNaOH

11
  • 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

12
  • 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.

13
  • 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

14
  • 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

15
  • 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

16
  • Cl2 and HOBr reacts with humic substance
  • ? Halogenated organics. THMs
  • Suspected human carcinogens.
  • Maximum contaminant level 100 µg/L ? 80
    µg/L
  • Alternative disinfectants ?

17
  • Cl2 is the only disinfectant producing protective
    residual within the distribution systems.
  • Factors important in disinfection
  • Time to contact
  • Concentration
  • Kill a Cn t

18
Generalized curve obtained during breakpoint
chlorination
19
Break Point Chlorination
20
Break Point Chlorination
  • Cl2 / NH3 ratio 11 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 1.51
  • Chloramine residuals maximum _at_11mol
  • Then decline to a minimum till 1,51

21
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 trichloramine
  • 4 mole chlorine ?complete oxidation to nitrate
  • 2NH3 3Cl2 ?N2 6H 6Cl-

22
  • 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.

23
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

24
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.
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