Every wastewater treatment plant spends money getting rid of ammonia. At Severn Trent Water alone, aeration to oxidise ammonia to nitrate costs around £1 million a year, burning through 10 GWh of electricity and generating roughly 5,000 tonnes of CO2 in the process....
Turning Palm Oil Waste into Power: Inside the Engineering of a Covered Lagoon Biogas Plant
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A new palm oil mill in Kutai Timur, East Kalimantan, is processing 60 tonnes of fresh fruit bunches an hour and with them, up to 600 cubic metres a day of palm oil mill effluent (POME) carrying a chemical oxygen demand (COD) of roughly 100,000 g/m³. That’s an enormous organic load. Left in an open pond, it breaks down anaerobically anyway and vents methane straight into the atmosphere. PT. Bumi Mas Agro is instead building a biogas facility in parallel with the mill itself, so the wastewater problem becomes a power source from day one. UK-based Organics Ltd, working through its Indonesian arm PT Organics Bali, has proposed the technology to capture this opportunity via a Covered Lagoon Anaerobic Reactor (CLAR).
Why a Covered Lagoon and Not a UASB
The proposal is explicit about the alternative it’s arguing against. The UASB (Upflow Anaerobic Sludge Blanket) reactor is a more compact, higher-rate digester common in wastewater treatment.
A UASB needs continuous parameter adjustment and regular readings to stay stable and it’s less tolerant of feedstock spikes. A sudden surge in incoming POME can upset or fail a short retention time digester like this. The covered lagoon takes the opposite trade-off: it needs far more land, but in return it’s far more forgiving. Retention time is long enough that even recalcitrant COD gets converted and the system can keep functioning through feedstock interruptions of several days without operator intervention. Organics also makes the operating skill trade-off explicit: a UASB effectively wants a biochemist or process engineer on shift. Whereas a covered lagoon can be run by a mill technician trained for one to two weeks.
The Design Envelope
| Parameter | Value |
|---|---|
| FFB processed | 60 tonnes/hour |
| Wastewater flow (design average) | 30 m³/hour (600 m³/day) |
| Influent COD | 100,000 g/m³ (60 tn/day) |
| COD removal rate | 90% (54 tn/day removed) |
| Methane production | 18,908 Nm³/day |
| Biogas production | ~34,370 Nm³/day |
| Minimum methane content | 55% |
| Gas engine efficiency assumed | 37% |
| Electrical power capacity | 2.9 MW |
| Lagoon parameter | Value |
|---|---|
| Required wetted volume | 21,600 m³ |
| Dimensions (H × W × B) | 8.5 m × 51 m × 81 m |
| Freeboard | 0.5 m |
| Total volume | 23,330 m³ |
| Lagoon footprint | 4,276 m² |
| COD removal rate | 2.5 kg/m³/day |
Gas cleaning has its own spec sheet. The bioscrubber pulls hydrogen sulphide down from 3,000 ppm at inlet to 50 ppm at outlet (a 200 ppm option is offered as a cheaper alternative, at lower gas quality). The chiller drops the gas to a 10°C dewpoint before it’s compressed. A duty-standby blower pair delivers up to 1,500 Nm³/hour at 300 mbar and the standby flare is rated for the same 1,500 Nm³/hour with an 8,204 kW maximum thermal capacity and a 10:1 turndown ratio sized to burn the full gas stream safely if the powerhouse ever can’t take it.
How the System Actually Works

A close-up of the POME solids screen filter, mid-operation, showing the fibrous solids it strains out before wastewater moves on to the cooling tower.
Following the material from intake to output:
- Screening: Incoming POME passes through a screen filter that strips out solids, protecting downstream pumps and the cooling tower nozzles.
- Cooling: An induced-draft cross-flow cooling tower brings the wastewater temperature down before digestion.
- Combined structure: Cooled influent mixes here with wastewater recirculated from the reactor itself, plus a carbonic acid dosing system that manages pH without chemical additions.
- Anaerobic digestion: The lagoon feeds from the bottom, along perforated pipe runs the length of the reactor, with continuous recirculation. This up-push flow pattern is the mechanical detail that makes the “operator-friendly” claim credible. it stops sludge settling at the base, which is normally what causes covered lagoons to need heavy maintenance over time.
- Bioscrubbing: Captured biogas passes through fixed-bed FRP vessels where naturally occurring bacteria (sourced from the POME itself) consume H₂S biologically, no chemical dosing required.
- Dewatering and boosting: A chiller condenses out moisture, a cyclonic knockout pot separates the condensate and duty-standby blowers bring the gas up to delivery pressure.
- Delivery or flaring: Clean, pressurised biogas is piped via buried HDPE to the powerhouse fence line. If it can’t be used, the standby flare burns it off instead of venting it.
What It Costs to Run
The power demand schedule in the proposal totals 261 kW of connected electrical load, with roughly 155 kW normally operating and 106 kW held as standby (duty/standby pairs throughout blowers, feed pumps, recirculation pumps). The two largest single loads are the H₂S bioscrubber blowers at 37 kW each (one duty, one standby) and the four recirculation pumps at 22 kW apiece. That’s the real parasitic load a mill needs to budget against the 2.9 MW the plant can generate.
What’s In the Deal and What Isn’t
Organics’ scope runs from the wastewater pumping into the lagoon through to export-ready biogas at the powerhouse fence. The lagoon, liner and cover, bioscrubber, dewatering, blower skid, standby flare, controls and one year of Organics-supervised commissioning support.
What’s excluded are gas engines (offered separately), all electricity/water/utilities during construction and commissioning, the PLN grid substation, wastewater pipework from the mill to the biogas plant boundary, seed material for starting the digester, soil investigation, spare parts and all routine operating personnel. This is a complete gas-production system, not a complete power plant. The client still has to bring the site, the utilities, the seed sludge and the generation hardware.
Timeline: The Quoted Number vs. the Real One
The proposal states the package normally takes twelve months from order to commissioning. Contract award in January 2020, design and procurement running through October 2020, delivery into November 2020, site construction and lagoon works running into March 2021 and commissioning, performance testing and handover not completing until July 2021, roughly seventeen months from contract award to project completion. The twelve-month figure is a fair number for equipment design-to-commissioning; it doesn’t include the earlier procurement lead time or the civil works that have to happen in parallel.
The Track Record Behind the Claims
Organics isn’t offering an unproven concept. The company’s project reference list runs to over 300 installations dating back to 1989, spanning landfill gas flaring and utilisation, biogas-to-energy schemes across the UK and a growing string of palm oil and cassava waste-to-energy projects across Indonesia, Malaysia and Thailand since the early 2010s, several registered under the Clean Development Mechanism (CDM).
When This Is (and Isn’t) the Right Call
A covered lagoon CLAR makes sense when a mill has land to spare, wants a system that a locally trained technician can run without a chemical engineering background and can tolerate the operational lag of a long-retention-time process. It makes less sense where land is at a premium, where faster COD turnaround is the priority, or where the client wants a single contract that includes power generation rather than gas production up to the fence line. For a greenfield mill like this, with space available and a twelve-to-seventeen-month runway before first production, it’s a reasonable fit.
Note: unit pricing, payment terms have been intentionally left out of this piece available on request via contact form.
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