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Table A2.6: Treatment efficacies for water constituents/contaminants of aesthetic significance

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Contaminant

Coagulation

Precipitation softening

Membrane filtration

Activated carbon

Chlorination

Ozonation

Ion-exchange

Slow sand filtration

Air-stripping

Physical constituents

pH

pH cannot be ‘removed’ but adjusted by the use of acidic or alkaline materials. pH adjustment is used in many stages of treatment, but the adjustment needed to ensure a satisfactory pH for the consumer will be undertaken after the last process that may cause a shift in pH outside the desirable range.

Turbidity

***a
<0.1NTU

 

***b

Other particle removal processes in Table A1.1 are also capable of achieving a better than 80% reduction in turbidity

Total dissolved solids

                 

Colour

* to **c

         

**d

   

Metals

Aluminium

                 

Calcium

           

***e

   

Copper

See Table A1.2

Iron

See treatments for manganese Table A1.2. The chemistries of iron and manganese allow them to be removed by the same processes. The extent of iron removal will be the same or better than that of manganese.

Magnesium

           

***e

   

Manganese

See Table A1.2

Sodium

                 

Zinc

**f

***g

 

***h

   

***i

**j

 

Anions

Chloride

                 

Sulphate

           

***d

   

Gases

Ammonia

       

***k

   

***j

***l

Hydrogen sulphide

       

**m

       

Trace organic compounds

2-Chlorophenol

 

1,2-Dichlorobenzene

See Table A1.4

1,4-Dichlorobenzene

See Table A1.4

2,4-Dichlorophenol

 

Ethylbenzene

See Table A1.4

Monochlorobenzene

See Table A1.4

Styrene

See Table A1.4

Toluene

See Table A1.4

1,2,3-Trichlorobenzene

See Table A1.4 as for total trichlorobenzenes

1,2,4-Trichlorobenzene
1,3,5-Trichlorobenzene

2,4,6-Trichlorophenol

See Table A1.4

Xylene

See Table A1.4

Disinfectant

Chlorine

See Table A1.2

References Table A2.6:

a Gao et al., 2007, Separation and Purification Technol., 56, 225–230

b Chiemchaisri et al., 2005, Wat. Sci. Technol., 51, 93–100

c Amirtharajah and O’Melia, 1990, Coagulation Processes, in Water Quality and Treatment, 4th ed., American Water Works Assn., McGraw-Hill Inc., New York

d Hongue et al., 1999, Wat. Sci. Tech., 40(9), 251–221

e Sorg et al., 1999, J. Am. Wat. Wks Assn., 91(8), 85–97

f Truitt and Weber, 1979, Wat. Res., 13, 1171–1177

g Swiderska–Broz, 1991, Wat. Sci Tech., 24, 247–254

h Corapciolu and Huang, 1987, Wat. Res., 21, 1031–1044

i Vaaramaa and Lehto, 2003, Desalination, 155, 157–170

j Erb et al., 1982, Wat. Sci. Tech. 14, 641–653

k Williams and Culp, Handbook of Public Water Systems, Van Nostrand Reinhold Co, New York

l Ip and Raper, 1978, Progress in Water Technology, 10, 587–605

m White, 1986, Handbook of Chlorination, Van Nostrand Reinhold Co, New York