Domestic Biological Wastewater Treatment Plant SBR

PRODUCT COMPLIES WITH THE PN-EN 12566-3+A2:2013-10 STANDARD

przydomowa-oczyszczlnia-sciekow-SBR-Nolen
Sewage inlet DN 160Sewage outlet DN 110Aeration diffusersAeration diffusersTreated sewage pumpSecondary sludge pumpFeed pumpControl moduleSediment tank coverReactor chamberPrimary settling tank

Sewage inlet DN 160

Sewage outlet DN 110

Aeration diffusers

Aeration diffusers

Treated sewage pump

Secondary sludge pump

Feed pump

Control module

Sediment tank cover

Reactor chamber

Primary settling tank

SBR diagram

  1. Primary settling tank
  2. Reactor chamber
  3. Clarifier cover
  4. Control module
  5. Feed pump
  6. Secondary sludge pump
  7. Treated wastewater pump
  8. Aeration diffusers
  9. Aeration diffusers
  10. Wastewater inlet DN 160
  11. Treated wastewater outlet DN 110

DESTINY

EKO-SBR wastewater treatment plants are designed for the treatment of domestic and commercial wastewater in all possible soil and water conditions. They are reactors to which raw wastewater flows continuously and drains periodically.  EKO-SBR treatment plants are used for biological wastewater treatment and meet all standards required by environmental protection regulations, if the conditions set by the manufacturer are met during installation and use. SBR technology is based on sequential reactors, where the purification process takes place cyclically. The advantage of this type of treatment plant is very high resistance to variable amounts of incoming sewage compared to the classic system of treatment plants with activated sludge. The treatment plant is resistant to overloads, temperature fluctuations and a temporary lack of sewage supply. The EKO-SBR treatment plant can operate for up to 2 weeks without sewage supply in energy-saving mode. The first chamber serves as a pre-clarifier and buffer tank, in which the initial mechanical treatment of wastewater takes place through the sedimentation of the easily falling slurry, as well as the equalization of loads caused by uneven sewage inflow. The pre-treated wastewater goes to the SBR reactor chamber, which is both a reactor and a secondary clarifier, where the biological decomposition of organic pollutants and sedimentation of the slurry takes place. Aeration provides oxygen for activated sludge microorganisms, which effectively break down contaminants. The final stage of treatment is the discharge of treated wastewater and recirculation of activated sludge.

Domestic biological wastewater treatment plants

DESCRIPTION OF THE OPERATION OF THE SBR DOMESTIC SEWAGE TREATMENT PLANT

Nolen-phases-sbr-1200x849
PHASE I – FILLING
Wastewater collected in the primary settling tank is fed to the SBR reaction chamber via a compressed air lift (airlift pump). The pump is optimally adjusted to pump only water, free of solid particles and suspended solids suspended in the primary settling tank. The fluid level is checked hourly by the treatment plant's control system.
PHASE II – AERATION
The wastewater aeration phase is accomplished using diffusers with a membrane system. Aeration provides microorganisms with the oxygen they need for metabolism and the decomposition of pollutants. Aeration also mixes substances within the tank.
PHASE III – SEDIMENTATION

After the wastewater aeration phase, the treatment plant begins another cycle of quenching and settling the substances in the SBR reaction chamber. The accumulated activated sludge undergoes a sedimentation process, forming a layer at the bottom of the tank. Clean water accumulates in the upper part of the tank.
PHASE IV – CLEAN WATER DISCHARGE
In the next stage of treatment plant operation, the clean water accumulated in the upper part of the SBR tank is discharged to the receiving body (drainage or infiltration tunnels, a soakaway, or a sealed holding tank). Pumping is performed using a compressed air lift (airlift pump). The treated sewage is removed in a similar manner to the filling cycle. The pump is positioned to allow only clean water to be discharged, without the possibility of entraining solid particles, thus maintaining a minimum activated sludge layer level. It is important to ensure adequate retention of the treated water in the receiving body.
PHASE V – REMOVAL OF EXCESS SLUDGE

After the clean water is discharged into the receiving body, the activated sludge accumulated at the bottom of the SBR reactor is transferred to the primary settling tank. Once the sludge is pumped to the primary settling tank, the wastewater treatment process begins again – PHASE I is initiated.
Domestic biological wastewater treatment plants
Control modules

SBR control module

SBR-modul_sterowniczy-Nolen
Sewage treatment plant power supply cable min. 3 x 1.5 mm2Control panelConnecting the blower plugConnecting the controller plugReserveReserveValve islandOutput from the valve island to the sewage treatment plant tankAeration blowerConnecting the air hose between the blower and the valve island

Sewage treatment plant power supply cable min. 3 x 1.5 mm2

Control panel

Connecting the blower plug

Connecting the controller plug

Reserve

Reserve

Valve island

Output from the valve island to the sewage treatment plant tank

Aeration blower

Connecting the air hose between the blower and the valve island

Control modules

SBR+P control module

SBR-P-modul-sterowniczy-Nolen
Connecting the air hose between the blower and the valve islandConnect the controller plug and pump power supply to the triple socket. In any order.Control panelBlower plug connectionsConnecting the controller plugConnecting the pump contactor box plugReservePump connectionValve islandConnecting the air hose between the blower and the valve islandAeration blowerA box with a contactor for connecting the treated sewage pumpOutput from the valve island to the sewage treatment plant tank

Connecting the air hose between the blower and the valve island

Connect the controller plug and pump power supply to the triple socket. In any order.

Control panel

Blower plug connections

Connecting the controller plug

Connecting the pump contactor box plug

Reserve

Pump connection

Valve island

Connecting the air hose between the blower and the valve island

Aeration blower

A box with a contactor for connecting the treated sewage pump

Output from the valve island to the sewage treatment plant tank

HOLIDAY MODE
In the event of a low sewage level in the primary settling tank (below 100 cm) caused by a lack of new sewage flowing into the treatment plant, the controller automatically switches to energy-saving mode. The treatment program continues to run. The aeration phase is shortened, reducing the amount of energy required. Depending on the load at the inlet to the primary chamber, the program fully automatically decides whether the energy-saving cycle can be continued or normal operation should be resumed.
WASTEWATER TREATMENT EQUIPMENT
A complete treatment plant consists of multi-chamber biological reactors forming a system of one to several tanks, depending on the load/number of people.
Domestic biological wastewater treatment plants

TYPE OF WASTEWATER TREATMENT PLANT

SBR-sewage-treatment-plant-series
SBR_Nolen_sewage_plant_series
Domestic biological wastewater treatment plants
Domestic biological wastewater treatment plants
drainage_Nolen-diagram_ang (2)

Furthermore, the distance of the clarifier, which comprises the domestic wastewater treatment plant (for single-family, farm, and individual recreational buildings) from the property boundary and public road should be a minimum of 2 m. From windows and external doors to rooms intended for permanent human occupancy, the distance should be no less than 5 m (in direct proximity to single-family buildings). The location distance of filtration ditches and drainage fields should be 30 m from wells, 2 m from the neighboring property boundary, road (street) or pedestrian walkway. A domestic treatment plant can be built in direct proximity to single-family buildings, provided its ventilation is routed through the sewage system at least 0.6 m above the upper edge of windows and external doors in these buildings.

An important criterion determining the location of a domestic wastewater treatment plant is the distance from water intakes. The treatment plant tank should not be installed at a distance less than 15 m from the nearest well. The distance of the infiltration drainage from water intakes should be at least 30 m, and the groundwater level must be at a depth of 1.5 m below the treated water discharge system. Maintaining such distances is conditioned by the possibility of pathogenic microorganisms penetrating water intakes. Importantly, the above distances apply to all water wells intended for human consumption – both on the property where the domestic wastewater treatment plant is to be located and on neighboring properties.

An important condition for using infiltration drainage is having soil with appropriate permeability and groundwater occurrence at least 1.5 m below the planned position of the wastewater infiltration drainage. Otherwise, it may be necessary to install a sewage pumping station and construct drainage in the form of an embankment.

Note! The treatment plant should be located in non-vehicular terrain with access for sewage trucks.

Domestic biological wastewater treatment plants

INSTALLATION OF THE HDPE SETTLER

General rules
Before starting the installation, check that the tank has not been damaged during transport. Any defects noticed should be reported to the manufacturer/retailer.
To maintain the good condition of the appliance and its operation, follow this instruction manual and its attachments. Incorrect installation may affect the improper operation of the treatment plant. The excavation and installation of the treatment plant should be carried out by a specialized contractor.
Never enter an unventilated tank – LIFE HAZARD!
Make sure that the ground around the treatment plant does not have factors that may have a negative impact during and after installation (guarantee a stable position, keep a safe distance from buildings).
Do not work in heavy rainfall (risk of trench collapse).
Soil subsidence must be taken into account in all assembly work.
After installing the tank and after each service inspection, check that the inspection hatches are closed and properly protected against opening.
We make a trench for a clarifier with dimensions in a floor plan 0.5 – 1.0 m larger than the dimensions of the settling tank. The minimum width of the backfill is 50 cm on each side of the tank.
We make sand ballast with a thickness of min. 30 cm and thicken to at least 85% (according to the Proctor scale).
We lower the tank into the trench, level and make the first layer of 30 cm of sand backfill in order to stabilize it and compact it to min. 85% according to the Proctor scale.
Check the position of the aeration diffusers. They should lie flat on the bottom of the tank.
After leveling and stabilizing the tank, we make backfilling in layers every 30 cm with its simultaneous compaction to the level of the drain spigot according to the proportions and degree of compaction as above. In each layer of filling, the clarifier should be filled with water to the level of backfilling. Particular attention must be paid to the thorough filling of all the cavities of the tank with material and the strong compaction of the layers, so that there are no voids in the backfill, which will guarantee the stability of the tank.
After making the backfill and compacting it, connect the inlet and drain ports, connecting it simultaneously with the distribution manhole.
We install the DN 650 extension, adjusting the height to the expected level of the ground (terrain) and finish the backfill with compaction. When installing the extension, it is imperative to seal the connection point with a special tank designed for this purpose with glue (e.g. Wurth glue + sealant) or another suitable sealant and then screw it with screws (e.g. Farmer type). The tank cover should not exceed 120 cm.
After the installation of the clarifier is completed, a leak test must be carried out.
After completing the above-mentioned works, we proceed to the installation of the drainage.
10. After the excavation is made, depending on the type of soil, we make a protective layer with simultaneous installation of drainage pipes and, if necessary, a supporting layer and covering it with geotextile.
After installing the device and putting it into operation, it is very important to check the correct arrangement of the diffusers located in the biological treatment zone. The biological reactor hatch must be opened and, if necessary, the diffuser should be lifted and laid flat on the bottom, which will ensure that the wastewater is aerated evenly.
Compliance with the manufacturer's guidelines will ensure the stability and functionality of the treatment plant tank and its proper behavior in the trench. Slight deformations of the tank result from the properties of the material used and do not affect the proper operation of the treatment plant. A deformation of the tank of not more than 5% is allowed.
SBR-sewage-treatment-plant-series
drainage-Nolen-diagram-SBR
Domestic biological wastewater treatment plants

INSTALLATION VENTILATION

Diagram of ventilation and additional venting of the treatment plant. Illustrative drawing.

Nolen-sewage-treatment-plant-connection-diagram-SBR
Domestic biological wastewater treatment plants
Close
Close
Cart (0 items)