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23 Drinking Water, Mineral and Table Water

23.1 Drinking Water

Drinking water should be clear, cool, colorless

and odorless, free from pathogens (low in microorganisms),

perfect with regard to taste, cause

no materials corrosion, and contain soluble substances

only in narrow limits and minerals normally

in concentrations of less than 1 g/l. In individual

countries, criteria have been defined by

law for the quality of drinking water, especially

limiting values for microorganisms and contamination.

As an example, limiting values stipulated

in the German decree on drinking water are

presented in Table 23.1.

Drinking water is recovered from springs,

groundwater, and surface water. In sparsely populated

areas, springs and brooks provide water

that can be used without further pretreatment.

Frequently, however, the water available does not

fulfil the requirements and must be laboriously

purified.

In dry areas, drinking water is obtained by desalting

brackish or sea water. The usual processes applied

are reverse osmosis with the use of semipermeable

membranes for slightly saline brackish

water and multistage evaporation, mainly as flash

evaporation, for sea water.

23.1.1 Treatment

To remove suspended particles, the water is first

filtered through gravel and sand layers of different

grain size. Humic acids, which may color water

yellow to brown, are flocculated with aluminium

sulfate. After clarification, the quality of the water

is improved still further, if required, by the application

of the following processes.

Water should not contain more than 0.2mg/l of

iron, which is present as the bicarbonate, and

0.05 mg/l of manganese (Table 23.1). The iron

can be eliminated as iron (III) hydroxide by aeration.

In this process, manganese also precipitates

as MnO 2 if the pH is higher than 8.5. Biological

processes have also been developed for deferrization

and demanganization. Free carbonic

acid must be removed because it attacks pipes.

The deacidification process applied depends on

the hardness of the water and on the concentration

of free carbonic acid. The usual process involves

aeration and filtration through carbonate

rock (e. g., marble or magnesite).

The disinfection of water is mostly achieved

by chlorination or ozonation. At a pH of 6–8,

the chlorine gas passed into the water forms

practically only HClO and ClO − which, together

with the dissolved Cl 2 , are expressed as free

chlorine. In the case of superchlorination for

the killing of very resistant microorganisms,

the excess chlorine (>0.1mg/l of free chlorine)

must be withdrawn with the help of SO 2 ,

Na 2 SO 3 ,Na 2 S 2 O 3 and filtration through calcium

sulfite or coal. Disinfection with ozone has

the advantage that due to its decomposition

into oxygen, no chemicals remain in the water.

Interfering odor- and taste-active substances

are eliminated by filtration through activated

carbon.

Overly high conventrations of nitrate (limiting

value in Table 23.1) can be reduced by bacterial

denitrification, ion exchange, or reverse osmosis.

The fluoridation of drinking water is discussed

in 7.3.2.10.

23.1.2 Hardness

The total water hardness refers to the total concentration

of alkaline earths calcium and magnesium

in mmol/l. The concentrations of strontium

and barium, which are usually very low, are not

considered. The following is valid for conversion

to German degress of hardness ( ◦ d): 1 mmol/l

hardness = 5.61 ◦ d. Factors for conversion to the

degree of hardness of other countries are given in

Table 23.2.

H.-D. Belitz · W. Grosch · P. Schieberle, Food Chemistry 986

© Springer 2009

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