Inżynieria Ekologiczna Nr 2
Inżynieria Ekologiczna Nr 2
Inżynieria Ekologiczna Nr 2
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IN¯YNIERIA EKOLOGICZNA NR 2<br />
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Rys. 4. Wartoœci ChZT na wlocie i wylocie z biologicznej oczyszczalni œcieków<br />
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Proces kontrolowano w oparciu o codzienne analizy wyników oznaczeñ parametrów<br />
charakteryzuj¹cych pracê systemu (objêtoœci osadu po 30 minutowej sedymentacji w cylindrze<br />
v=1000 [ml], ChZT, temperatura, stê¿enie zawiesiny, stê¿enie tlenu, stê¿enie krezolu,<br />
stê¿enie NO 3 - , NO2 - , NH4 + , PTOT ) okreœlaj¹c jednoczeœnie optymalne parametry pracy<br />
instalacji wynosz¹ce:<br />
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Rys. 5. Wartoœci stê¿enia krezolu na wlocie i wylocie z biologicznej oczyszczalni œcieków<br />
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