RESIDENTIAL WASTEWATER

SECONDARY TREATMENT - DRAIN TO THE GROUND

Use

Secondary treatment of residential black water.

Air blown aerobic trickling filters are to be installed downstream of

the Imhoff tank to allow the drain of purified water directly into the

ground, without the risk of polluting the environment.

Operation

The air blown percolating filter is a biological purification system

consists of a tank containing plastic random fill media, fine bubble

diaphragm air diffuser and linear diaphragm blower. The clarified

water from the Imhoff tank

flow into the aerobic percolating filter;

these filter through the fill media forming a layer of microbial slime

(biofilm). In this way, the contact surface between the biofilm and

the aerobic microorganisms increases and thus the exposure of

the biodegradable material to microorganisms increases. The

aerobic environment is ensured by the linear diaphragm blower

that, connecting to the tubular fine bubble diaphragm air diffuser

on the bottom of the container, ensures the oxygenation of the

system. These aerobic bacteria (that consume oxygen for their

growth) adhere to the random fill media and they feed on the

organic substances contained in wastewater, purifying it.

Maintenance

For the correct management of the FPAI SUPERIOR and to achieve

the required purification results, please follow these guidelines:

Regularly inspect the FPAI SUPERIOR to check that there is

no gross material received accidentally to clog the pipes;

Regularly check that no anomalies have occurred to the

electrical panel if present;

Verify that the diaphragm blower works properly, that is,

movement must be observed in the volume of oxidation

coinciding with the operating time;

With the passing of time, the organic substances, some

mineralized, accumulate in the bottom of the tank or between

the interstices of the random fill media, and the functionality

of the system can reduce. It is, therefore, necessary to wash

the random fill media with water under pressure, aspirating

the washing water at the same time. The backwash of the

random fill media and the removal of mineralized sludge

should be carried out at least once every

five years. Such

removal must be carried out by a specialized company:

As provided for by the Consolidated Act on Water (Legislative

Decree 152/06 as amended), and suggested by the normal

hygiene practice, periodically inspect and wash the inspection

well.

Specification Item

Air blown aerobic percolating filter manufactured in rotational

polyethylene for secondary treatment of residential black water.

Monolithic structure, free of joints and reinforcement, with entry and

exit hole, with plastic random fill media with a specific surface area

of 120 m

2

/m

3

, linear diaphragm blower connected to one or more

air tubular diffusers and inspection and sampling lids. Suitable for

underground installation. The aerobic environment is ensured by the

linear diaphragm blower (or side channels depending on the model)

that, connecting to the tubular fine bubble diaphragm air diffuser on

the bottom of the container, ensures the oxygenation of the system.

The plant has been designed in compliance with the indications given

by experience, and in particular, it has an oxidation time of about

15 hours and an airflow supplied of approximately 0.45 m

3

/h for

Population Equivalent.

PROJECT PARAMETERS

Water supply per P.E.

lt/d

200

Average flow (Q24) per P.E.

lt/h

8,3

Peak flow (Qp) per P.E.

lt/h

20

Specific organic load

gr BOD

5

/P.E. x d

42

Concentration of the biodegradable fraction

mg/l

240

COD/BOD

5

1,67-2,2

Total daily nitrogen load per P.E.

kg/P.E.x d

<0,012

Total surfactant concentration

mg/l

<15

Concentration of oils and fats

mg/l

<10

Specific surface of the random fill media

m

2

/m

3

120

Retention time in the treatment stage

h

approx. 15

Air flow supplied to the process per P.E.

m

3

/h

0,45

Oxygen fed to the system per P.E.

m

3

/h

0,09

Plant for domestic use, drain into the ground composed of the DG, IMHOFF, 3) FPAI SUPERIOR models

1

2

3

1

2

3

Figure 7

41

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