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Multi -
storey Septic Tank 10 years warranty
Herkules1600l
=
650
euro required
transport capacity for
7 pcs = 1,60x2,60x2,60
m ,800 kg
AB 2200 l complete
with
septic overflow evacuation floors in impermeable soils 750
euro required transport capacity
for
7 pcs = 3x2,60x2,60 m
,1000 kg
including
outside multi-storey septic tank: a set of 2 percolation
tunnel, 2caps + 2 Enterprise pipes DN200 1 ml .This system can
be used for 4 people.
2700l
multi- storey septic tank 7
people for overflow outlet in soils impermeable 1000
euro
3750l
multi- storey septic tank
8 people, the overflow outlet impermeable soils 1400
euro
4800l
multi- storey septic tank 9-10
people for overflow outlet in the soil impermeable 1700
euro
6500l
multi- storey septic tank 11-12
people for overflow outlet in the soil impermeable, 1850
euro
AB
4800 l
complete with overflow outlet to impermeable soils 1345
euro
including outside multi-storey septic tank: a set of 7
percolation tunnel, 2caps + 1 Enterprise pipes DN200 1 ml. Can
be used for 7 people
AB
6150 l complete
with overflow outlet to impermeable soils. Euro
1750
including
outside multi-storey septic tank: a set of 8 percolation
tunnel, 2caps + 1 Enterprise pipes DN200 1 ml can be used for
8 people.
AB
7500 l
complete with overflow outlet to impermeable soils Euro
1950
including outside multi-storey septic tank: a set of 2
percolation tunnel, 2caps + 1 Enterprise pipes DN200 1 ml Can
be used for 10 people
AB
9500 l complete
with overflow outlet to impermeable soils Euro
2290
including
outside multi-storey septic tank: a set of 2 percolation
tunnel, 2caps + 1 Enterprise pipes DN200 1 ml Can be used for
12 people
Septic tanks and systems are delivered,
disassembled into parts.
Mounting our warehouse surcharge
is 49 EUR Prices with greater commissioning a 400 euro + VAT.
Commissioning works does not include: sanitation, handling
and earthworks (excavation, filling) only connection to septic
tanks fitted to existing installations.
Multi-storey
septic tank description :
Anaerobic
treatment - mechanical biological wastewater containing
organic pollutants with septic tanks is used for a long time.
Principal role is the separation of septic and mechanical
removal of the organic wastewater, allowing its infiltration
into the soil. These devices treat wastewater by mechanical
separation and removal of suspended or dissolved organic
matter by anaerobic bacterial action. Simple septic tank, is
composed of a container with an input pipe and an outlet tube.
Wastewater entering the tank after it separates into a layer
of substance heavier than water will fall to the bottom, a
layer of substances lighter than water will float and some
close to water density located between other two layers.
Part
of the substances found in the bottom, is consumed by
anaerobic bacteria, mostly located in the area of the
container, forming the active sludge digest organic
substances. The upper layer contains floating elements such as
oils, fats. This part is not only very little decomposed by
bacteria that enter this area not only by ascending currents
created by anaerobic digestion gases.
The middle part
consists of water, liquid and dissolved organic solids in
suspension. Organic liquids and solids dissolved organic
matter must be digested by anaerobic bacteria.
Due to the
small number of bacteria in this area, the retention period
required for digestion of organic substances in this part of
the liquid is much larger than the bottom of the liquid.
Ensure the retention period for this part of the liquid is
the main factor to be taken into account to determine the
amount a septic tank with gravity flow. In this type of septic
tank, the solid and liquid organic matter, undigested, settles
in a small extent, being shaken every entry and then
wastewater is discharged through the outlet tube, representing
the leading cause of clogged and clogging of infiltration
systems purified water in the soil.
To solve this latter
problem, septic tanks were built with multiple compartments
separated by walls, with openings for passing fluid from one
compartment to another. In the first compartment of the
container is produced mechanical processes - biolologice
above. Pass through the slot in the second section, only the
middle of the liquid contained within the first compartment,
which is quiet and clear by sedimentation and is discharged
through the outlet pipe. Since, in this part, there is no
sludge loaded with bacteria that digest organic substances,
but a small amount to this type of septic tanks, by adding
volume, not get an increase in surface mud active and
digestion, and efficient use of container volume decreases,
digestion took place mostly in the first compartment only.
To
overcome this problem, type septic IMHOFF, brought in a
container, a tray with a slot at the bottom. Wastewater enters
the tank, heavy parts of liquid passing through the slot in
the container, which shall be deposited to form mud bottom up.
Light parts of liquid up through the slot in the cell,
where there is a process of sedimentation, clarification and
where water is discharged and purified. It can eliminate the
discharge of large solids and undigested organic liquids that
can clog or clogged in soil infiltration systems treated
water. Because the sludge tank is not found, which digest
organic substances in suspension, but a very small percentage,
this type of septic tank, increasing the efficiency of using
volume is small, the only difference compared to septic
multiple compartments , above, is that the second chamber,
where sedimentation occurs, is placed inside the first, thus
reducing the volume of septic tanks.
Another type of
septic tanks with gravity flow, is one or more walls in the
activated sludge from the bottom of the first compartment
passes from one compartment to another through pipes
collecting the partition wall. In this type of septic tank
sludge deposition increases surface active but active mud
volume growth on account of the situations, only a single
layer on the bottom of their containers.
According to
known technical progress, all septic tanks are constructed so
that most of the activated sludge, is situated only a safe
support surface at the bottom of the container without
recycling or recirculating pump water only or Outdoor.
Solve
technical problems which consist multi-storey SEPTIC TANKS
increasing number of substrates for activated sludge, without
increasing the volume of septic tanks and sludge recirculation
active only by gravity flow of water, without air or water
pumping.
Septic tank is built in a tiered outer container,
which is inside horizontal and inclined shelves and placed in
a container inside the outer container, which has vertical
walls on the outside and inside at different levels,
horizontal or inclined shelves and slots and at the top and
bottom, at different levels, trays. Container inside the
container communicates with the outside through slits and
external, through a pipe that exits through a hole in the
container practiced outside.
Policies and trays are
designed to ensure as large areas of active mud deposition per
unit volume of a septic tank and distribution as their
uniform. Wastewater enters the outer and inner containers and
separates as follows: a layer of substance heavier than water,
which will be submitted to the external tank and on policies
and on policies and on trays inside the container, a layer of
substance lighter than water will float in the outer
container, inner container bottom and a side close to the
water density situated between two other layers, located in
both containers. Heavy substances are digested by anaerobic
bacteria, mostly located in areas where chemicals are made of
heavy mud to form active, which digest organic substances. The
upper layer contains floating elements such as oils and fats.
This part is decomposed by activated sludge from the upper
tray and mud inside the container high on shelves and in the
outer container by ascending currents created by anaerobic
digestion gases. Middle layer, composed of water, liquids and
solids dissolved organic matter found in the outer container
and inner container. Organic liquids and solids dissolved
organic matter is digested by anaerobic bacteria which are
found in abundance on large areas, vertical and horizontal
multistage racks and trays respectively, were amplified by
recycling sludge digestion due to turbulence generated
enlarged by this harassment policies and slots influx of
wastewater from the penetration. Due to the increasing rate of
digestion per unit wastewater rate, required retention volume
shrinks and the volume of sediment. Recipentul purified water
leaves the inside after sedimentation and clarification on its
upper level, through the exhaust pipe every influx of
wastewater entering the outer container.
ADVANTAGES:
~ High efficiency in use by multiplying the volume of the
container
deposit ratios of surfaces support active sludge
~ Provides additional surfaces for digestion of organic
pollutants by
activated sludge recirculation, without
energy consumption.
multi-storey septic tank is built from
an exterior that has a hole 5 through which wastewater enters
a hole 6 through which purified water exits the pipe 6 ', a
hole 7 and a cleaning gas discharge hole, and a digestion 8
inner container 2 has a barrel mounted 6 ', which prints out a
hole 6 through the outer container. Holes 7 and 8 are used for
emptying, ie biogas discharge.
Vertical sides of the
container exterior, are equipped with internal policies,
vertical sides of their containers are provided with internal
and external policies politelinterioare ', with four slots and
trays in the top 3 and bottom 3'.
Wastewater enters an
outer container, through the hole 5 and is separated after
entry is beneficial: a layer of substance heavier than water,
which will fall to the bottom and on an outer container
policies on higher shelves and the trays 3 inside the
container 2, a layer of substances lighter than water will
float and some density close to water, situated between two
other layers, which will come through four slots in the inner
container 2. This vessel will enter a part of activated sludge
loaded with bacteria that will make the lower tray 3 'and the
internal policies at the top, no holes, being performed to
clarify the water.
Parties heavy substances are partially
digested by anaerobic bacteria, mostly located in areas where
chemicals are stored heavy forming activated sludge, which
digest organic substances. The upper layer contains floating
elements such as oils and fats.
This party is gradually
decomposed by activated sludge from the upper trays 3 and
sludge inside the tank high on shelves and the bottom of the
outer container by currents accendenti gases created by
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