Use
Primary treatment of residential black water.
The Imhoff is installed downstream of the grease traps and/or
drains of sewage (W.C.) to purify the drains through an anaerobic
digestion process.
Operation
The IMHOFF biological tank is a system for primary sedimentation,
accumulation and anaerobic digestion (carried out by organisms
that live in the absence of oxygen) of domestic drains in buildings
that are not served by urban sewage mains. Upstream of the
IMHOFF tank a grease trap should be installed to avoid greasy/oily
substances preventing biological oxidation. Any rainwater drains
must be deviated downstream of the IMHOFF tank.
Maintenance
For the correct management of the Imhoff and to achieve the
required purification results, please follow these guidelines:
•
Regularly inspect the Imhoff to check that there is no gross
material received accidentally to clog the pipes;
•
Remove the excess sludge on a regular basis. 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
Imhoff biological tank for the primary treatment of residential
wastewater manufactured in rotational polyethylene, a single
structure free of joints and reinforcement plating, equipped with
inlet and outlet holes, a sedimentation cone, a digestion tank and
inspection and sampling lids. Suitable for underground installation.
The Imhoff biological tank is constructed in accordance with the
descriptions and purification capacity indicated by the Committee
of Ministers for the Protection of waters against pollution (Ordinary
Supplement to Official Journal no.48 of 21/02/77 paragraph 4),
summarized below:
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
60
Concentration of the biodegradable fraction
mg/l
300
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
Sedimentation tank volume
l/PE
40
Digester volume
l/PE
100
Figure 2
Installation of IMHOFF model for domestic use, drainage into public sewers
25
C
i
v
i
l
w
a
s
t
e
w
a
t
e
r
t
r
e
a
t
m
e
n
t