Green STP Technology Portfolio

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.

SBR

The Proven Performer — Batch-Perfect Biology

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
  • Highly variable occupancy — hotels, malls, temples, campuses
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MBBR

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
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MBR

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
  • Land-starved urban sites — basements, podiums, dense campuses
  • Hospitals and healthcare where pathogen rejection matters
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Decentralized

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
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Constructed Wetland

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
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Head to head

The full technology comparison

Process, performance, footprint, economics and operations — the same parameters consultants use in a technology selection note.

Process Fundamentals

ParameterSBRMBBRMBRDecentralizedConstructed Wetland
Treatment PrincipleSuspended growth, batchAttached growth, continuousSuspended growth + membraneCombined anaerobic/aerobicNatural bio-physical-chemical
Hydraulic RegimeBatch fill-and-drawContinuous flowContinuous flowContinuous/semi-batchContinuous gravity flow
Typical HRT (hours)7–124–66–108–2424–72
MLSS (mg/L)2,500–4,000N/A (biofilm)8,000–15,000N/A (biofilm)N/A
Clarifier RequiredNo (batch settling)Yes (secondary)No (membrane)No (integrated)No

Performance & Footprint

ParameterSBRMBBRMBRDecentralizedConstructed Wetland
Typical BOD Outlet (mg/L)<1010–20<5<1015–30
Typical COD Outlet (mg/L)<5050–100<20<5050–100
Typical TSS Outlet (mg/L)<1010–30<2<2015–30
Total Nitrogen RemovalGood (anoxic cycling)Requires anoxic zoneModerate-GoodModerateGood (hybrid systems)
Pathogen ReductionModerate (needs disinfection)Moderate (needs disinfection)High (membrane barrier)ModerateHigh (VF systems)
Footprint (m²/KLD)1.5–3.01.0–2.50.5–1.51.0–2.05.0–15.0
Reuse SuitabilityGood (with tertiary)Moderate (with tertiary)Excellent (direct)Good (with tertiary)Limited

Operations & Economics

ParameterSBRMBBRMBRDecentralizedConstructed Wetland
CAPEX (relative)MediumLow-MediumHighMediumLow-Medium
OPEX (relative)Low-MediumLowHighLowVery Low
Electricity (kWh/KL)0.5–1.00.4–0.80.8–2.50.3–0.60–0.1
Operator RequirementSemi-skilled (PLC-assisted)Semi-skilledSkilled (membrane mgmt)MinimalMinimal (periodic)
Automation LevelHigh (PLC essential)Low-MediumHighLow-MediumMinimal
Sludge GenerationLow-MediumLowLow (high MLSS)LowVery Low
Expected System Life20–25 years20–25 years20 yrs civil + membrane30–50 years (FRP)25+ years
Shock Load ToleranceModerate (batch buffer)Good (biofilm resilience)Low (membrane sensitivity)ModerateLow
Power Failure ImpactSignificantSignificantCriticalModerateNone
NoiseBlower noise (manageable)Blower noiseHigher (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.

TypeBaffled grease trap + belt / disc oil skimmer
Retention20–30 minutes at peak kitchen flow
Removal Efficiency80–95% of free and floating oil
Inlet O&G100–400 mg/L (kitchen streams)
Outlet O&G<20 mg/L to the STP inlet
Skimmer Drive0.09–0.37 kW geared motor, timer-controlled
MaterialSS304 belt / disc, FRP or RCC chamber
MaintenanceWeekly drum emptying, monthly baffle cleaning

When you need it

  • 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
Screenings HandlingPerforated basket, bagged disposal
MaterialSS304 / SS316 in coastal locations
MaintenanceDaily basket clearing (manual), weekly (auto)

When you need it

  • Every STP — no exceptions
  • 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
Odour ControlContinuous mixing prevents septicity
MaterialRCC / MS epoxy / FRP
MaintenanceQuarterly mixer inspection, annual desilting

When you need it

  • 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.

Pressure Sand FilterGraded silica, 12–15 m³/m²/hr
Activated Carbon FilterGranular coconut-shell carbon, 8–12 m³/m²/hr
Outlet TSS<5 mg/L
Outlet Turbidity<2 NTU
BackwashAutomatic multiport or manual valve nest
Feed PumpDuty + standby, 2.5–3.5 bar
VesselMS rubber-lined or FRP
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
ThickeningGravity decant return to EQ tank
Dewatering (small)Sludge drying beds, 0.2–0.3 m²/KLD
Dewatering (mid)Screw press, 2–8 kg DS/hr
Dewatering (large)Filter press or centrifuge
Cake Solids18–22%
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.

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