Five chemical-free technologies. One engineering standard.
Every Sarvo Green STP treats sewage biologically — no chlorine dosing, no coagulants, no polymer. What changes between technologies is footprint, energy, effluent grade and how much operator attention the plant needs. Pick by constraint, not by fashion.
India's most specified decentralized STP technology. The Sequencing Batch Reactor performs every treatment step — fill, aerate, settle, decant — inside a single PLC-controlled reac…
Residential complexes and townships from 10 to 100 KLD
Projects where consultant and SPCB familiarity speeds approvals
The Resilient Workhorse — Biofilm That Bounces Back
MBBR is a continuous-flow biological process where the biomass lives as a protected biofilm on free-moving plastic carriers instead of floating in the mixed liquor. No sludge recir…
Buildings prioritising the lowest possible running cost
Sites with unpredictable or seasonal load patterns
Retrofits and capacity upgrades of existing aeration tanks
The Reuse Champion — Ultra-Clear Water, Smallest Footprint
MBR combines activated sludge biology with 0.04–0.4 micron membrane filtration, replacing the secondary clarifier with an absolute physical barrier. The result is effluent of excep…
Projects where treated water must be reused directly, at scale
Treat Locally, Reuse Locally — Buried, Silent, Almost Invisible
Japan runs over 7 million Johkasou units under the Johkasou Law of 1983. Sarvo's decentralized range brings that philosophy to India: a fully factory-manufactured FRP vessel that i…
Sites with no space or budget for a plant room
Villas, layouts and phased developments
Remote or unmanned locations relying on service visits
Nature-Based Treatment — Near-Zero Energy, 25+ Year Life
Constructed wetlands use engineered gravel beds, wetland vegetation and root-zone microbiology to treat sewage with almost no electricity and almost no mechanical equipment. Where …
Sites with land available — 5–15 m² per KLD
Locations with unreliable grid power
Eco-resorts, campuses and projects with a sustainability narrative
Process, performance, footprint, economics and operations — the same parameters consultants use in a technology selection note.
Process Fundamentals
Parameter
SBR
MBBR
MBR
Decentralized
Constructed Wetland
Treatment Principle
Suspended growth, batch
Attached growth, continuous
Suspended growth + membrane
Combined anaerobic/aerobic
Natural bio-physical-chemical
Hydraulic Regime
Batch fill-and-draw
Continuous flow
Continuous flow
Continuous/semi-batch
Continuous gravity flow
Typical HRT (hours)
7–12
4–6
6–10
8–24
24–72
MLSS (mg/L)
2,500–4,000
N/A (biofilm)
8,000–15,000
N/A (biofilm)
N/A
Clarifier Required
No (batch settling)
Yes (secondary)
No (membrane)
No (integrated)
No
Performance & Footprint
Parameter
SBR
MBBR
MBR
Decentralized
Constructed Wetland
Typical BOD Outlet (mg/L)
<10
10–20
<5
<10
15–30
Typical COD Outlet (mg/L)
<50
50–100
<20
<50
50–100
Typical TSS Outlet (mg/L)
<10
10–30
<2
<20
15–30
Total Nitrogen Removal
Good (anoxic cycling)
Requires anoxic zone
Moderate-Good
Moderate
Good (hybrid systems)
Pathogen Reduction
Moderate (needs disinfection)
Moderate (needs disinfection)
High (membrane barrier)
Moderate
High (VF systems)
Footprint (m²/KLD)
1.5–3.0
1.0–2.5
0.5–1.5
1.0–2.0
5.0–15.0
Reuse Suitability
Good (with tertiary)
Moderate (with tertiary)
Excellent (direct)
Good (with tertiary)
Limited
Operations & Economics
Parameter
SBR
MBBR
MBR
Decentralized
Constructed Wetland
CAPEX (relative)
Medium
Low-Medium
High
Medium
Low-Medium
OPEX (relative)
Low-Medium
Low
High
Low
Very Low
Electricity (kWh/KL)
0.5–1.0
0.4–0.8
0.8–2.5
0.3–0.6
0–0.1
Operator Requirement
Semi-skilled (PLC-assisted)
Semi-skilled
Skilled (membrane mgmt)
Minimal
Minimal (periodic)
Automation Level
High (PLC essential)
Low-Medium
High
Low-Medium
Minimal
Sludge Generation
Low-Medium
Low
Low (high MLSS)
Low
Very Low
Expected System Life
20–25 years
20–25 years
20 yrs civil + membrane
30–50 years (FRP)
25+ years
Shock Load Tolerance
Moderate (batch buffer)
Good (biofilm resilience)
Low (membrane sensitivity)
Moderate
Low
Power Failure Impact
Significant
Significant
Critical
Moderate
None
Noise
Blower noise (manageable)
Blower noise
Higher (air scour)
Low (<50 dB)
None
Beyond the reactor
Pre-treatment, polishing and the systems that keep a plant alive
Most failed STPs in India did not fail biologically — they failed because grease, grit, sludge or odour was never engineered for. Sarvo supplies the whole train.
Pre-Treatment
Oil Skimmer & Grease Trap
Stop fats, oil and grease before they reach the biology
Kitchen and canteen wastewater carries 100–400 mg/L of fats, oil and grease. Left untreated, FOG coats diffusers, blinds MBR membranes, floats sludge in the settle phase and drives odour. A baffled grease trap plus a belt or disc oil skimmer removes the floating fraction continuously and returns it to a collection drum, protecting every downstream stage.
Hotels, resorts, hostels and any building with a commercial kitchen
Hospitals and campuses with central canteens
Malls and office buildings with food courts
Mandatory upstream of every MBR installation
Pre-Treatment
Screening & Grit Removal
The cheapest insurance a plant room can buy
Rags, sanitary waste, hair and grit are the leading cause of pump failures and diffuser fouling in Indian STPs. Sarvo supplies a manual bar screen (6 mm) as standard, with automatic mechanical and fine screens for larger or membrane-based plants, plus a grit chamber where sand ingress is likely.
Coarse ScreenSS304 bar screen, 6 mm clear spacing
Fine Screen (MBR)1–3 mm rotary drum or step screen — mandatory
Media Retention Screen (MBBR)6–8 mm slot sieve
Automatic ScreenRake or drum type, level-differential triggered
Grit ChamberHorizontal flow, 0.3 m/s velocity control
Fine screening is non-negotiable ahead of membranes
Grit chambers where storm ingress or sandy soils are present
Automatic screens where daily manual raking is unrealistic
Pre-Treatment
Equalization & Flow Balancing
Turn a spiky sewage curve into a steady feed
Domestic sewage arrives in morning and evening surges of 2–3× the average flow. A 12-hour equalization tank with a submersible mixer or coarse-bubble grid flattens both hydraulic and organic load, letting the biological stage be sized on average rather than peak flow — smaller tanks, smaller blowers, better effluent stability.
Capacity8–12 hours of average daily flow
MixingSubmersible mixer 0.5–1.0 kW or coarse-bubble grid
Peak Factor Handled2.5–3.0× average flow
TransferDuty + standby pumps with VFD or timer control
Level ControlUltrasonic transmitter with high/low alarms
All residential and hospitality projects with peaky diurnal flow
Schools, offices and malls with sharp on/off occupancy
Any site where the biological stage must be size-optimised
Upstream of every continuous-flow technology (MBBR, MBR)
Tertiary
Tertiary Filtration (PSF + ACF)
Polish to reuse grade — clarity, colour and odour
A pressure sand filter followed by an activated carbon filter takes secondary effluent from 'compliant' to 'reusable': residual TSS is captured, colour and trace odour are adsorbed, and the water becomes acceptable for flushing lines and vehicle washing without staining or smell complaints.
Media ReplacementSand 5–7 years, carbon 1.5–2 years
When you need it
Whenever MBBR or SBR effluent feeds a flushing network
Vehicle washing, water features and premium reuse
Where cooling makeup is planned (with RO downstream)
Projects with contractual TSS <10 mg/L on a non-membrane plant
Tertiary
UV & Chlorination Disinfection
Fecal coliform below 100 MPN/100 mL, guaranteed
UV-C disinfection at 254 nm and over 40 mJ/cm² is the Sarvo standard — instantaneous, chemical-free and with no disinfection by-products. Tablet or dosed hypochlorite is offered where a residual is needed in a long reuse storage line, particularly for firefighting reserves.
UV Dose>40 mJ/cm² at end of lamp life
Wavelength254 nm low-pressure amalgam
ChamberSS304 with quartz sleeves
Outlet FC<100 MPN/100 mL
Lamp Life9,000–12,000 hours
Sleeve CleaningManual wiper, monthly
Chlorination OptionTablet chlorinator or NaOCl dosing pump
Residual (if dosed)0.2–0.5 mg/L in storage
When you need it
Every plant discharging or reusing treated water
Hospitals and healthcare campuses (with membrane barrier)
Long reuse storage where a residual prevents regrowth
Landscape irrigation with public contact
Sludge
Sludge Handling & Dewatering
From 1% solids to a cake you can cart away
Waste activated sludge leaves the reactor at roughly 0.8–1.2% solids. A sludge holding tank with decant return reduces volume, and a screw press or filter press raises the cake to 18–22% solids — cutting disposal tanker trips by an order of magnitude.
Sludge Holding Tank8–12 hours of WAS production, aerated
PolymerOptional — Sarvo default is polymer-free thickening
DisposalCo-composting or authorised landfill per SPCB
When you need it
Plants above 25 KLD where tanker desludging costs add up
Sites with no vehicular access for frequent tankers
Projects targeting on-site sludge composting for landscaping
Any plant where sludge disposal is a recurring complaint
Utility
Odour Control & Ventilation
No smell means no complaints, and no complaints means no shutdown
Odour is the single most common reason residents demand an STP be shut down. Sarvo designs against it: fully submerged aeration, no anaerobic dead zones, sealed covers on the EQ and sludge tanks, forced ventilation at 6–12 air changes per hour, and an activated carbon or bio-filter on the extract where the plant sits below a habitable floor.
Ventilation Rate6–12 air changes per hour in the plant room
Extract TreatmentActivated carbon canister or bio-filter
H₂S Removal>95% across the carbon bed
Tank CoversFRP / GRP sealed covers on EQ and sludge tanks
Process DesignContinuous mixing prevents septicity
Noise<55 dB at 1 m with acoustic blower enclosure
Carbon Life12–24 months depending on loading
MonitoringOptional H₂S sensor with alarm on Smart tier
When you need it
Basement and podium-level plant rooms
STPs adjacent to clubhouses, gyms or ground-floor flats
Hotels where any odour is a guest-experience failure
Retrofits of existing plants with a complaint history
Utility
Treated Water Reuse Distribution
Treated water only saves money once it is plumbed back
The ROI of a Green STP is realised in the flushing and irrigation network, not in the reactor. Sarvo supplies the treated water tank, hydro-pneumatic pumping, dual-plumbing interface, distinct purple-line identification and flow metering so the water actually displaces tanker purchases — and so the saving is measurable.
Treated Water Tank4–6 hours of storage, sealed and vented
PumpingHydro-pneumatic set, duty + standby with VFD
Pipe IdentificationPurple / lilac reuse line marking
Cross-Connection ControlAir gap or backflow preventer to potable
MeteringElectromagnetic meter on the reuse header
IrrigationDrip or sprinkler with 130-micron filter
OverflowTo SPCB-approved discharge or recharge point
MonitoringReuse volume logged on Smart / Smart+ dashboard
When you need it
Every project claiming water-cost savings or payback
Green building certification with measured reuse credits
Townships with landscape and common-area irrigation demand
Retrofits where the STP runs but the reuse line was never built
One technology will fit your site better than the other four
Tell us the constraint — space, budget, effluent grade or operator availability — and we'll tell you which, and why.