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D10: Impact of Contaminants - Hydromod

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Integrated Water Resource Management for Important Deep European Lakes and their Catchment Areas<br />

EUROLAKES<br />

<strong>D10</strong>: <strong>Impact</strong> <strong>of</strong> <strong>Contaminants</strong><br />

11.1 PROCESSES TO ELIMINATE CONTAMINANTS FROM WASTEWATER<br />

FP5_Contract No.: EVK1-CT1999-00004<br />

Version: 4.0<br />

Date: 25/07/01<br />

File: <strong>D10</strong>-vers.4.0.doc<br />

Page 91 <strong>of</strong> 136<br />

General Description <strong>of</strong> Processes Currently Applied<br />

It basically has to be distinguished between municipal and industrial wastewater treatment<br />

which apply more or less the same basic processes but under different preconditions<br />

and frequently with different aims.<br />

Industrial Wastewater Treatment<br />

Since industrial wastewater is characterised by high concentrations <strong>of</strong> specific contents<br />

(depending on the industry sector) intensified processes suitable for elimination <strong>of</strong><br />

these specific contaminants are applied. As far as possible physical chemical processes<br />

are used and only if wastewater composition (ratio <strong>of</strong> nutrients and bio degradable<br />

carbonic compounds) allows, biological processes are applied.<br />

As the processes applied are based on the same principles as thosefor municipal<br />

wastewater treatment a more detailed process description shall be covered by the following<br />

section. It has to be noted that frequently industrial wastewater are subjected<br />

only a pre-treatment which allows a further full treatment together with municipal<br />

wastewater. The common treatment <strong>of</strong> industrial and municipal wastewater can have<br />

many advantages since municipal wastewater is frequently lacking carbonic compounds<br />

for full reduction <strong>of</strong> nutrients, whereas industrial wastewater are frequently<br />

characterised by high concentrations <strong>of</strong> carbonic compounds and a lack <strong>of</strong> nutrients.<br />

Municipal Wastewater Treatment<br />

Wastewater composition<br />

The average waste produced by a person in Europe can be characterised by the following<br />

table according to [IMMHOFF, 1990] and [ATV A131, 1991]<br />

Total<br />

g/person/<br />

day<br />

BOD5 in<br />

g/person/<br />

day<br />

Organic compounds<br />

in g/person/day<br />

There<strong>of</strong><br />

pounds<br />

dissolved com- 125 30 50 75<br />

There<strong>of</strong> settable 50 20 30 20<br />

There<strong>of</strong> not settable 15 10 10 5<br />

Total waste load 190 60 90 100<br />

COD 120<br />

Ptotal<br />

2,5<br />

11<br />

N total<br />

Table 11-1 Wastewater composition<br />

Mineral compounds<br />

in g/person/day<br />

A typical municipal wastewater treatment plant corresponding to Council Directive<br />

941/271/EEC <strong>of</strong> 21 May 1991 concerning urban wastewater treatment applies the following<br />

processes:

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