D10: Impact of Contaminants - Hydromod
D10: Impact of Contaminants - Hydromod
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 />
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 98 <strong>of</strong> 136<br />
The Council Directive 86/278/EEC <strong>of</strong> 12 th June 1986 on the protection <strong>of</strong> environment<br />
and in particular <strong>of</strong> soil, when sludge is used in agriculture; and most <strong>of</strong> all Council Directive<br />
1999/31/EC <strong>of</strong> 26 th April 1999 on the landfill <strong>of</strong> waste, which makes disposal <strong>of</strong><br />
surplus sludge on landfills practically only possible after sludge drying (which is very<br />
energy consuming) will favour the incineration and agricultural use <strong>of</strong> sewage sludge,<br />
and reduce disposal on landfills for the future.<br />
Other processes applied<br />
Besides these basic processes applied for treatment <strong>of</strong> sewage the following processes<br />
are applied for improving the effluent quality, in particular in order to meet the requirements<br />
for phosphorus removal according to Council Directive 91/271/EEC on urban<br />
waste water treatment.<br />
• Phosphorus removal: According to this directive urban wastewater discharged into<br />
sensitive areas must be subjected to further treatment in order to reduce phosphorus<br />
and nitrogen concentrations. In fact the most common way to reduce phosphorus<br />
is precipitation with metal salts which is added mostly the aeration tank and the<br />
precipitant being disposed with the surplus sludge. It is also possible to reach phosphorus<br />
concentrations in the effluent below 2mg/l by enhanced nutrient removal, say<br />
by biological phosphorus removal.The principle <strong>of</strong> biological phosphorus removal is<br />
based on providing the treatment plant with a supply <strong>of</strong> micro-organisms (or rather<br />
groups <strong>of</strong> micro-organisms) that are capable <strong>of</strong> enhanced phosphorus incorporation<br />
into their cells as a polyphosphate. These must Therefore be given a selection advantage<br />
over the other groups <strong>of</strong> micro-organisms. This can be done by setting the<br />
biocoenosis <strong>of</strong> the treatment plant, at least for a short period, under strong anaerobic<br />
conditions by connecting an anaerobic tank into the sludge cycle<br />
• Wastewater disinfection: Direct discharge into bathing waters requires the disinfection<br />
<strong>of</strong> wastewater. Whereas in the past chlorine has been used now UV radiation<br />
is mostly applied.<br />
The effect <strong>of</strong> these processes on Endocrine Substances<br />
Current knowledge about endocrine substances in wastewater and their elimination<br />
/ breakdown in wastewater treatment plants in general<br />
Only a very few research works have been done on this matter, consequently only very<br />
little information is available. It must be noted that in wastewater technology an analytic<br />
accuracy <strong>of</strong> only 1/10 mg/l is usually applied, and that wastewater is characterised by<br />
sum parameters like BOD5 or COD. So it simply has never been possible to take care<br />
<strong>of</strong> these substances by operating entities <strong>of</strong> wastewater treatment plants.<br />
The few publications on this matter shall be summarised in the following. It must be<br />
outlined that the existing publications hardly contain any information about processes<br />
applied or process parameters which would be necessary to gain information about the<br />
effect <strong>of</strong> processes and operation modes on the substances considered. Obviously the<br />
involved scientists were not wastewater process engineers.