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Anaerobic Treatment Technology

CG BioCore UASB™

Convert organic waste to biogas energy while achieving 60–85% COD reduction.

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Overview

The CG BioCore UASB™ (Upflow Anaerobic Sludge Blanket) reactor is a proven high-rate anaerobic treatment system for high-strength organic industrial wastewater with COD concentrations from 1,000 to 30,000 mg/L. As wastewater flows upward through a dense blanket of granular anaerobic sludge, organic pollutants are broken down by specialised microorganisms — producing biogas (60–70% methane) as a valuable energy by-product. The result is significant COD and BOD reduction, very low sludge production, and energy-positive operation, making UASB the technology of choice for sugar mills, distilleries, food processors, and dairy facilities across Pakistan. The CG BioCore UASB™ is designed for the Pakistan climate, optimised for the 25–40°C temperature range that maximises anaerobic activity.

Screen→ Equalisation→ UASB Reactor→ Biogas Recovery→ Aerobic Polishing→ Discharge

How It Works — Working Principle

Raw wastewater enters the bottom of the UASB reactor through a carefully designed distribution system that ensures uniform upward flow across the entire tank cross-section. As the effluent rises through the dense granular sludge blanket at a controlled upflow velocity (typically 0.5–1.5 m/hr), anaerobic microorganisms in the sludge granules break down complex organic molecules through a four-stage process: hydrolysis, acidogenesis, acetogenesis, and methanogenesis. Biogas produced in this process rises as bubbles that help maintain the sludge bed in suspension. At the top of the reactor, a three-phase separator (also called a gas-solid separator or GSS) separates the gas, liquid, and sludge phases: biogas is captured in the gas dome and piped to a storage or utilisation system; clarified effluent overflows to downstream treatment; and sludge particles settle back into the reactor bed by gravity, maintaining the high biomass concentration without any recycle pump.

Key Technical Features

  • COD removal efficiency: 60–85% in a single stage
  • BOD removal efficiency: 65–90%
  • Biogas production: 0.25–0.35 m³ CH₄ per kg COD removed
  • Methane content of biogas: 60–70%
  • Operates at OLR (Organic Loading Rate): 5–15 kg COD/m³/day
  • Granular sludge bed — self-maintaining, no carrier media
  • Three-phase separator (gas-solid-liquid) integrated at top
  • RCC (reinforced concrete) or steel tank construction
  • Suitable for temperatures 25–40°C (optimal for Pakistan climate)
  • Modular design — scalable from 50 to 5,000+ m³/day
  • Very low sludge production vs aerobic systems (0.05–0.1 kg VSS/kg COD)
  • HRT (Hydraulic Retention Time): 4–10 hours
  • Biogas can be used for heating, power generation (via gas engine), or flaring
  • Start-up time with granular seed sludge: 4–8 weeks

Typical Design Parameters

ParameterRange / Value
Flow Range50–5,000 m³/day
Inlet COD1,000–30,000 mg/L
COD Removal60–85%
BOD Removal65–90%
OLR5–15 kg COD/m³/day
HRT4–10 hours
Upflow Velocity0.5–1.5 m/hr
Temperature25–40°C
Biogas Yield0.25–0.35 m³/kg COD
CH₄ Content60–70%
Sludge Production0.05–0.1 kg VSS/kg COD
ConstructionRCC or Steel

Applications

  • Sugar mill process water and distillery effluent (vinasse)
  • Food and beverage manufacturing wastewater
  • Dairy processing: milk, cheese, whey, butter wastewater
  • Edible oil refinery and palm oil mill effluent
  • Brewery and fermentation plant wastewater
  • Slaughterhouse and meat processing effluent
  • Paper and pulp mill wastewater
  • Pharmaceutical manufacturing (biodegradable fraction)
  • High-strength leachate pre-treatment
  • Municipal sewage (where biogas recovery is a priority)

Advantages

  • Energy-positive operation — biogas offsets electrical energy costs
  • Very low sludge production — minimises sludge disposal costs
  • No aeration required — low electricity consumption
  • High COD removal in a compact reactor volume
  • Long reactor life (20–30 years with proper maintenance)
  • Self-regulating sludge bed — no moving parts inside reactor
  • Biogas by-product can be used for gas engine power generation
  • Low operator skill requirement once system is established
  • Can treat wastewater with very high organic loads
  • Granular sludge bed can withstand shock loads

Frequently Asked Questions

How long does UASB start-up take? +
With granular seed sludge from an existing UASB plant (preferred), start-up takes 4–8 weeks to reach design loading. Without seed sludge (using mixed anaerobic sludge), start-up may take 3–6 months. CG arranges granular seed sludge supply for all projects.
What happens to the biogas? +
Biogas (60–70% methane) is collected from the gas dome. It can be used for: direct combustion in burners (for process heating), electricity generation via a gas engine-generator, or safely flared if utilisation is not feasible. We size the biogas system according to the plant's energy needs.
Is UASB suitable for Pakistan climate? +
Yes — UASB is ideally suited to Pakistan's climate. Anaerobic activity peaks at 35–40°C, which corresponds to Pakistan's warm seasons. In winter months in Punjab and KP, mild heating of feed wastewater may be recommended to maintain minimum 25°C reactor temperature.
What are the limitations of UASB? +
UASB cannot achieve NEQS discharge limits alone — a secondary (aerobic) polishing stage is always required. The system is also sensitive to sulphate-rich streams (which produce H₂S inhibiting methanogens) and toxics such as heavy metals. Pre-treatment for these contaminants is required.
What effluent quality can UASB achieve? +
UASB effluent typically has COD 200–800 mg/L (from 1,000–5,000 mg/L inlet), BOD 100–400 mg/L, and TSS 100–300 mg/L. A downstream SBR or constructed wetlands is required to meet NEQS discharge standards (BOD ≤80, COD ≤150, TSS ≤150 mg/L).

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