- Country of manufactureRussia
Ochistnyesooruzheniya from 10 to 5000 m3 / day
Modular station (polypropylene) ochistkihozyaystvenno underground installation for domestic and industrial wastewater. The combination of biological and physico - himicheskoyochistki produces guaranteed results in the long kolichestvuparametrov, as well as significantly reduce the size and cost of ochistnyhsooruzheny. The purified effluent may be directed to the surface in the reservoir or irrigatsionnuyusistemu (under UV setting). Performance - 10 - 5000 m3 / day.
· Ideal for cleaning the drain of residential complexes:
· Complex of residential buildings;
· Cottage villages;
· Settlements and so on. D.
· Military facilities: military camps, parts, etc. . .
On the basis of treatment facilities deep biological treatment of wastewater AirMaster PRO 15 are developed and successfully operated treatment facilities dlyaochistki
· Production flow:
· Poultry farms;
· The food industry, etc.
Sewage treatment plant deep biohimicheskoyochistki domestic and industrial waste water Air Master PRO 190 - a modulnyeustroystva for underground installation. All components and detaliochistnyh structures in contact with sewage, made of korroziynostoykogomateriala - polypropylene. Design Air Master PRO 190 is designed naneravnomernoe flow of wastewater during the day.
Osnovnyepreimuschestva Air Master Pro treatment facilities
· Sanitary protection area of 15 m
· 5 - stable operation at 10% load
· Full operational readiness
· Compact, underground, line - block
· Does not require the presence of technical staff (SMS - Alarm)
· Does not require major repairs
· Low operating costs
· A linear arrangement - increase performance as needed
· Adaptation of the modules to the allocation of plots for OS
· There are no restrictions on the dumping of domestic garbage
· Possible flooding
· Overall transportation
Lifetime - more than 60 years.
The combination of biological and physico - himicheskoyochistki produces guaranteed results in the long kolichestvuparametrov, as well as significantly reduce the size and cost of sewage treatment plants.
Maximum volley discharge: 21.1 m³
Performance: 190 m³ / day
Height: 2500 mm
Number of users: 950 people
Pros Air to Master Master the PRO 190
· Long - term preservation of the biomass without receipt of drains (1st chamber yavlyaetsyagasitelem pressure and a reserve organic elements zhiznedeyatelnostibaktery daily uneven revenue is used to improve kachestvaochistki).
· Drain system using a slat to 4 times more effective.
· Application of the coagulation system.
· Industrial design with pressure skimmer.
· Discharge of purified water is allowed to fishery reservoirs (priustanovke use kit UV disinfection BioClean).
· Guaranteed no odors during operation.
· High mechanical strength.
· Unique sediment decontamination.
· Regular automatic removal of sludge and dead biomass.
· The use of submerged biozagruzki with fixed biomass.
· Ability remote monitoring and control station basic parameters (assuming installation SMS notification unit).
· Automatic dosing reagents accurately on a real flow sinks (coagulant, flocculent, sediment disinfection).
· The alarm system with fault log.
· Reagent level indication.
· Possibility of removal of the emergency unit and the display unit.
· Ease and low cost of installation (the entire complex is supplied ready - made, fully completed and ready for installation units).
· There is no need for a large specialized equipment for installation idostavke object.
· Does not require additional insulation.
· Simple and easy to maintain.
Absence housing corrosion and technological elements.
· Environmental bezopasnost. Sravnenie operating capacity of 500 m3 per day
The stations are designed for the biological purification stochnyhvod having the following characteristics:
The unit provides clean household stochnyhvod to standards - compliant SanPiN220.127.116.110 - 00 "Gigienicheskietrebovaniya to surface water protection"
Raschetnyeharakteristiki wastewater entering the treatment plant:
Temperaturanemenee 15 of Si is not more than 25 of the C
BOD 5 Neboli 350 mg / l
HPKnebolee 525 mg / l
Suspended veschestvanebolee 260 mg / l
Concentration NP≤12 mg / l
pHne less than 6.5 less than 8.5
Harakteristikastochnyh water outlet:
Concentration VV≤0,25 mg / l
Concentration NP≤0,05 mg / l
BPKpoln≤2,0 mg / l
HPK≤15 mg / l
pH6,5 - 8,5
Helminth eggs, virusynet
Wastewater entering the station dolzhensootvetstvovat its performance.
Permitted discharge of treated at the station and obezzarazhennyhstochnyh water on terrain and water bodies in compliance with the requirements SanPin18.104.22.1680 - 00.
Sewage treatment plants do not produce harmful emissions in the air.
These parameters are observed when polnoykomplektatsii stations, including ultraviolet disinfection unit.
MPC rybohozyaystvennyhvodoemov 1 category:
BPKpoln3mg / l
HPK15mg / l
Suspended veschestva0,25mg / l
PAV0,1mg / l
Nefteprodukty0,1mg / l
Helminth eggs, virusynedopuskayutsya
pH6,5 - 8,5
Opisanieraboty Air to Master Master the PRO 190
Stoke enters the receiving chamber drive. This kamereproiskhodit accumulation of insoluble suspended solids coming from stochnymivodami. Simultaneously in the anaerobic chamber occur protsessydenitrifikatsii aimed at removal of nitrogen from the effluent. Overflows nakopiteleraspolozheny in a camera so that the waste water flowed from the lower speed, whereby the sedimentation of coarse vzveshennyhchastits occurs at the bottom of each chamber. Primary settling tank is equipped with a unique sistemoyobezzarazhivaniya sediment. From the reception storage chamber falls into the drain kamerupreaeratsii initiated processes where aerobic treatment Photo and proiskhoditnitrifikatsiya Photo. Here same chemical precipitant fed into the liquid fraction. Koagulyantdoziruetsya strictly in accordance with the actual capacity of the station. Zadachakoagulyanta conduct chemical binding of the phosphate present in the effluent, atakzhe improve the efficiency of precipitation laminarnogootstoynika subsequent chamber. In the chamber a laminar settling tank occurs osazhdeniedopolnitelnogo sediment formation which is caused by the action of koagulyanta. Zaderzhanny precipitate together with previously nitrified napravlyaetsyav drain chamber drive. The deposition of suspended particles in a laminar otstoynikeprotekaet to 4 times more efficiently than in a conventional settler. Detained precipitate together with previously nitrified napravlyaetsyav drain chamber drive. The deposition of suspended particles in a laminar otstoynikeprotekaet to 4 times more efficiently than in a conventional settler. Detained precipitate together with previously nitrified napravlyaetsyav drain chamber drive. The deposition of suspended particles in a laminar otstoynikeprotekaet to 4 times more efficiently than in a conventional settler.
After laminar block samotekompostupayut clarified effluent in the upper part of the biofilter and evenly distributed vseyploschadi biological loading. At stations implemented Organic tehnologiyaglubokoy biochemical sewage treatment biocenoses attached and free - autotrophic and heterotrophic microorganisms, aerobic ianaerobnyh operating conditions, with automatic maintenance vaerotenke concentration of the activated sludge and primary settler. Also, at the time of distribution of waste vodynasyschayutsya oxygen. A biological filter (biofilter) - structure, in kotoromstochnaya water is filtered through the feed material coated with a biofilm (biofilm) formed colonies of microorganisms. The biofilter ustanovlenaeratsionny member for forced air saturation kislorodomiz water.
In the secondary settling tank occurs uderzhanievzveshennyh laminar particles contained in the effluent, as well as particles detach biomassynaryadu with denitrification processes Photo. High efficiency laminar otstoynikapozvolyaet achieve high cleaning Photo from suspended chastits. Vtorichny aerobic biofilter aerobic treatment process completes Photo idovodit purification to the required metrics. Bioflora secondary biofilter adaptiruetsyak specific stubborn stains that are in stock. When the content of vstoke pollutants to decompose requiring specific kulturybaktery secondary biofilter for their settlement.
Tertiary laminar settling tank is designed to hold otkrepivshihsyachastits biomass from the bioreactor. Further sorbtsionnyymehanichesky flow enters the filter.
In systems with highly efficient konstruktsiyamehanicheskogo sorption filter. Passing through the filter is cleaned water dotrebuemyh performance for suspended substances and mineral oil.
Purified water enters the clear water chamber, wherein the pump high ustanovlenydva - primary and backup organized vgruppu CND. The pumps are running at a time, producing a uniform resource.
The pumps are designed to release purified water from station libopodachi water pressure filter block ultraviolet disinfection dlyadalneyshey processing (optional). Pressure filter zagruzhenspetsialnoy loading Sorbent, which occurs prior to final concentrations doochistkavody values therein corresponding requirements sbrosuv reservoirs fishery. The filter is located six hodovoyventil for washing load. washing the torque determined by the values of the filter namanometre. After filtration in the pressure water flows into the filter UFlampu for disinfection. UV disinfection allows almost polnostyuunichtozhit pathogens. The bactericidal units primenyayutsyaistochniki continuous UV,
In operation of bioreactors and a spent omertvevshayabioplenka (excess sludge) washed off and removed from the biofilter at dnokamery body and is deposited on the bottom laminar settling. The excess iludalyaetsya via hydraulic sludge collection and return of excess sludge kamerustabilizatsii, where the process of aerobic stabilization of mineralization. Required for biochemical oxygen enters vtolschu process chamber by supplying air through the aerators. Stabilized ilvozvraschaetsya into the receiving chamber of the treatment plant.
The system employs developed and patented gidravlicheskayasistema collection and disposal of sludge. With this system, a station 190 Air MasterPRO implemented self - balancing mechanism for maintaining the sludge in the aeration tank kontsentratsiiaktivnogo - biofilter. Collection and disposal of sludge running subroutine, which takes into account the daily uneven flow proceeds. Sobrannyyosadok enters chamber aerobic sludge stabilization, where it is okonchatelnoerazlozhenie and mineralization.
For messaging and remote control operation ochistnyhsooruzheny and for the timely prevention of emergency situations, equip the system stantsiyuvozmozhno SMS alerts and remote control rabotoyochistnyh facilities (optional).
|Maximum volley reset m³||21.1|
|Capacity, m³ / day||190|
|The number of users, persons:||950|
|Weight, kg||19400 (conveying), 192000 (Maximum working)|
|Area for installation, m²||95|
|Compressors x pumps pieces.||2x2|
|Photo hourly average flow m³ / h||7.9|
|Installed power, kW||19.5 / 24.2|
|Power consumption in kW / h||15.6 / 19.4|
|Recommended settings of the supply electric cable||5h1,5 / 5x2,5|
|The width of the modules, mm||2160|
|The number x block length, mm||7/6/6000; 1/5000|