Secondary
Treatment Of Sewage: Ammonification,
Biological Characteristics
INTRODUCTION
The quality of effluent provided by secondary
treatment may not be always sufficient to meet discharge requirements. i.e.
When
large quantities are discharged into small streams
Delicate
ecosystems are encountered
Further treatment may
be required to remove nutrients (N, P), suspended solids, dissolved inorganic
salts and refractory organics
1
Nutrient Removal
a.
Nitrogen Removal
-Nitrification-denitrification
-Air
Stripping
b.
Phosphorus Removal
The quality of effluent provided by secondary
treatment may not be always sufficient to meet discharge requirements. i.e.
When
large quantities are discharged into small streams
Delicate
ecosystems are encountered
Further treatment may
be required to remove nutrients (N, P), suspended solids, dissolved inorganic
salts and refractory organics
Nitrogen
Removal using Nitrification-Denitrification
Ammonification
Nitrogen compounds results in wastewater from
biological decomposition of proteins and from urea discharged in body waste.
This
nitrogen is bound in complex organic molecules and is called Organic
Nitrogen.
While traveling through sewer pipes, the majority of
organic-nitrogen is converted to ammonia through the process of hydrolysis.
Biological Characteristics
Microorganisms
may be classified according to nutrient requirements
All
organisms require:
An Energy-for(1)
maintenancesourceand (2) biosynthesis
A Carbon-forgrowthSourceofmicrobes
Heterotrophic -
these are microorganisms that uses organic compounds as BOTH a
carbon source and as an energy source.
These
organisms are mostly employed in WWT
Chem-Autotrophs -
these are organisms that uses inorganic compounds as BOTH an energy
source and a carbon source.
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