Recalcitrant COD in Pharmaceutical Effluents
Recalcitrant COD in Pharma Effluents: Key Pollutants & Effective Treatment Methods
Understanding Recalcitrant COD in Pharma Wastewater

Pharmaceutical industry effluents contain a mix of organic and inorganic pollutants, many of which contribute to recalcitrant Chemical Oxygen Demand (COD)—a fraction of organic matter that resists biological degradation. These persistent pollutants pose environmental risks and make wastewater treatment challenging. Addressing recalcitrant organic pollutants in industrial wastewaters requires advanced treatment processes that enhance COD removal while ensuring high efficiency in compliance with environmental regulations. To explore effective solutions for recalcitrant COD removal, contact us today.

Key Sources of Recalcitrant COD in Pharma Effluents

Pharma wastewater originates from drug synthesis, formulation, and cleaning processes. The primary contributors to recalcitrant COD include:

Active Pharmaceutical Ingredients (APIs)
  • Antibiotics – Amoxicillin, Ciprofloxacin, Erythromycin
  • Antipyretics & Analgesics – Paracetamol, Ibuprofen, Diclofenac
  • Hormones & Steroids – Estradiol, Progesterone
Solvents & Organic Intermediates
  • Aromatic Compounds – Benzene, Toluene, Xylene
  • Halogenated Organics – Chloroform, Dichloromethane
  • Ketones & Alcohols – Acetone, Isopropanol, Methanol
Surfactants & Preservatives
  • Nonylphenols, PEGs (Polyethylene Glycols) – Found in formulations
  • EDTA (Ethylenediaminetetraacetic acid) – Chelating agent, difficult to degrade
Synthetic Dyes & Excipients
  • Azo dyes, Erythrosine, Tartrazine – Used in coating and formulations
  • Polymers (PVP, HPMC) – Film coating agents
Challenges in Treating Recalcitrant COD in Pharma Wastewater
  • Low Biodegradability – APIs and organic solvents are designed to be stable, making them resistant to biodegradable organic breakdown.
  • Toxicity to Microbes – Many antibiotics and chemicals inhibit microbial activity in biological treatment processes such as treatment with activated sludge.
  • Complex Mixtures – The presence of multiple organic compounds requires a combination of advanced oxidation processes and membrane bioreactors (MBR).
  • Regulatory Compliance – Strict discharge norms (CPCB & local pollution control boards) demand COD removal below permissible limits.
Conclusion

Recalcitrant COD in pharmaceutical effluents is a major challenge due to the persistence of APIs, solvents, and formulation additives. Effective treatment requires a hybrid approach combining oxidation, adsorption, and specialized biological solutions. With growing environmental concerns and stringent regulations, innovative and sustainable treatment processes from leading bioculture companies in India are essential for managing pharma wastewater effectively

Are you looking for a reliable wastewater treatment solution?Contact us now to explore customized strategies for your facility!

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Understanding Recalcitrant COD in Wastewater Treatment

Wastewater treatment plants (WWTPs) are designed to remove organic pollutants, typically measured as chemical oxygen demand (COD). However, not all COD is easily degradable. A significant portion, known as recalcitrant COD, poses a major challenge for treatment facilities due to its resistance to conventional biological treatment methods. If you’re looking for effective solutions to tackle recalcitrant COD in wastewater treatment, feel free to contact us.

What is Recalcitrant COD?

Recalcitrant COD consists of complex organic compounds that persist in the environment and do not break down easily by microbial activity. These compounds include industrial dyes, pesticides, phenols, pharmaceuticals, and certain synthetic chemicals. Their persistence in treated effluent can lead to environmental pollution and regulatory non-compliance. The removal of recalcitrant pollutants often requires integrating advanced oxidation processes with conventional wastewater treatment techniques to achieve highly efficient degradation.

Sources of Recalcitrant COD

Recalcitrant COD is commonly found in wastewater from industries such as:

  • Textile & Dyeing – Synthetic dyes and pigments (textile service)
  • Pharmaceuticals – Active drug ingredients (pharma service)
  • Petrochemicals – Hydrocarbons and solvents (chemical service)
  • Pulp & Paper – Lignin and chlorinated compounds (pulp & paper service)
  • Adhesives, Food, Dairy, Pesticides, and Rubber Industries – Contaminants from production and processing (adhesives service, food service, dairy service, pesticides service, rubber service)
Conclusion

Addressing recalcitrant COD is critical for achieving stringent waste water discharge standards and ensuring environmental sustainability. By integrating advanced oxidation processes with conventional biological treatment methods, industries can effectively reduce the environmental impact of their wastewater. Continuous research and innovation in water and wastewater treatment will pave the way for more highly efficient and cost-effective solutions.

For expert solutions in recalcitrant COD removal, consult with bioculture companies for wastewater treatment that provide customised culture and technical support tailored to industrial needs.

Are you dealing with recalcitrant COD in wastewater treatment? Contact us today to explore advanced treatment technologies tailored to your needs!

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Sequencing Batch Reactors (SBR) for Wastewater Treatment: A Comprehensive Guide
Introduction

With the growing concerns over sewage treatment plant efficiency and environmental pollution, Sequencing Batch Reactors (SBR) for wastewater treatment have emerged as a vital technology. SBRs are a type of activated sludge process designed for the biological treatment of wastewater through a time-controlled sequence of operations in a single reactor.

This blog delves into the history, working mechanism, current applications, advantages, disadvantages, and methods to enhance the efficiency of SBR systems. If you’re looking for expert guidance on optimizing SBR technology for your wastewater treatment needs, feel free to Contact Us for more information

Origin and History of SBR

The concept of batch reactors in wastewater treatment dates back to the early 1900s when activated sludge processes were first developed. However, the modern SBR system gained prominence in the 1950s and 1960s, when technological advancements enabled automated sequencing controls.

In the 1970s, the Environmental Protection Agency (EPA) in the United States supported research into SBRs, leading to their wider implementation in municipal wastewater treatment plants and industrial wastewater treatment facilities.

What is a Sequencing Batch Reactor (SBR)?

A Sequencing Batch Reactor (SBR) is a fill-and-draw activated sludge system where wastewater is treated in batches. Unlike conventional continuous-flow systems, SBRs operate in time-sequenced cycles within the same tank, eliminating the need for multiple tanks for different stages of treatment.

Key Components of an SBR System
  • Influent tank – Stores incoming wastewater before treatment.
  • SBR reactor tank – Where biological treatment occurs.
  • Decanter – Separates treated water from sludge.
  • Aeration system – Supplies oxygen for microbial activity.
  • Control system – Automates the sequencing of operations.
How SBR Works: The Five Phases

SBR systems operate in distinct cycles, typically consisting of five phases:

Fill
  • Raw wastewater is introduced into the reactor.
  • Mixing begins to distribute the organic load evenly.
  • Aeration may or may not occur, depending on treatment objectives.
React
  • Aeration is provided to promote microbial degradation of organic pollutants.
  • Microorganisms break down biochemical oxygen demand (BOD), nitrogen, and phosphorus.
Settle
  • Aeration stops, allowing solids (sludge) to settle at the bottom.
  • A clear liquid (treated effluent) forms above the settled sludge.
Decant
  • The treated effluent is removed using a decanter, leaving behind the sludge.
Idle
  • The system is temporarily inactive before the next batch starts.
  • Excess sludge may be removed for disposal or further treatment.
Ideal Time Period for Each SBR Cycle

The total cycle time for a Sequencing Batch Reactor (SBR) varies depending on the wastewater characteristics, treatment objectives, and operational conditions. However, a typical SBR cycle lasts 4 to 8 hours, with each phase allocated time as follows:

  • Fill: 0.5 – 2 hours
  • React (Aeration): 1.5 – 4 hours
  • Settle: 0.5 – 1.5 hours
  • Decant: 0.25 – 1 hour
  • Idle: 0.25 – 1 hour

The number of cycles per day typically ranges from 3 to 6 cycles, depending on influent flow rate and treatment requirements.

Sequencing Batch Reactors (SBR) for Wastewater Treatment  tank diagram

Key Parameters to Analyze Before Deciding SBR Cycle Times

Before finalizing the cycle duration, several parameters must be analyzed to ensure efficient treatment and compliance with discharge standards:

  1. Influent Characteristics
  • Biochemical Oxygen Demand (BOD5) – Determines organic load.
  • Chemical Oxygen Demand (COD) – Indicates the total oxidizable pollutants.
  • Total Suspended Solids (TSS) – Affects settling time and sludge formation.
  • Ammonia (NH₃) and Total Nitrogen (TN) – Important for nitrification and denitrification.
  • Phosphorus (P) – Influences biological phosphorus removal processes.
  • pH & Alkalinity – Affects microbial activity and process stability.
  1. Effluent Quality Standards
  • Regulatory discharge limits for BOD, COD, TSS, nitrogen, and phosphorus influence cycle duration.
  • More stringent regulations may require longer aeration and settling times.
  1. Microbial Kinetics and Sludge Characteristics
  • Sludge Volume Index (SVI) – Determines sludge settling efficiency.
  • Mixed Liquor Suspended Solids (MLSS) – Helps optimize aeration duration.
  • F/M Ratio (Food-to-Microorganism ratio) – Ensures balanced microbial growth.
  1. Treatment Objectives
  • If nitrification and denitrification are required, additional aeration and anoxic phases may be needed.
  • For biological phosphorus removal, proper anaerobic-aerobic cycling is essential.
  1. Hydraulic and Organic Load Variability
  • If the influent flow rate or pollutant load varies significantly, a dynamic control strategy should be used.
  • Peak flow conditions may require shorter idle times or multiple cycles per day.
  1. Aeration and Energy Consumption
  • Optimizing aeration time can reduce energy costs while maintaining treatment efficiency.
  • Dissolved Oxygen (DO) control is essential to prevent excess aeration.
Current Usage of SBR Systems

SBR technology is widely used in municipal wastewater treatment and industrial wastewater treatment plants, particularly in scenarios where space constraints or fluctuating flow rates make conventional systems impractical. Common applications include:

  • Small to medium-sized municipal wastewater treatment plants
  • Industrial wastewater treatment (e.g., food processing, pharmaceuticals, textiles)
  • Remote or decentralized wastewater treatment facilities
  • Retrofit solutions for existing plants requiring process upgrades
Advantages of SBR Systems
  • Space Efficiency – Eliminates the need for separate tanks for aeration, settling, and decanting.
  • Flexibility – Easily adjustable to handle varying influent flow rates and loads.
  • Superior Nitrogen & Phosphorus Removal – Optimized for nutrient removal due to controlled aeration and anoxic cycles.
  • Cost-Effective – Lower infrastructure costs as fewer tanks are required.
  • Automated Operation – Modern SBRs are highly automated, reducing manual intervention.
Disadvantages of SBR Systems
  • Requires Skilled Operation – Effective management depends on proper sequencing and automation.
  • Higher Energy ConsumptionAeration and mixing require continuous energy input.
  • Sludge Bulking Issues – Poor settling characteristics can reduce efficiency.
  • Time-Dependent Process – Treatment occurs in cycles, making it less suitable for high, continuous-flow systems.
How to Improve the Efficiency of SBR Systems

To maximize the efficiency of SBR systems, consider the following strategies:

1. Optimizing Cycle Times
  • Adjust the duration of each phase based on influent characteristics and organic load variations.
2. Implementing Real-Time Monitoring
  • Use sensors and SCADA (Supervisory Control and Data Acquisition) systems to monitor dissolved oxygen (DO), pH, and nutrient levels.
3. Improving Aeration Efficiency
  • Employ energy-efficient blowers and fine-bubble diffusers to enhance oxygen transfer.
4. Regular Sludge Management
  • Remove excess sludge at appropriate intervals to prevent bulking and maintain process stability.
5. Utilizing Advanced Bioculture Additives
  • Introducing specialized microbial consortia can enhance biological degradation and improve nutrient removal.
6. Enhancing Decanting Mechanisms
  • Using automated and controlled decanting systems reduces the risk of sludge carryover.
Conclusion

Sequencing Batch Reactors (SBR) represent a highly effective and flexible solution for wastewater treatment. Their ability to treat a wide range of effluents while maintaining a compact footprint makes them a preferred choice for municipal and industrial applications.

However, careful attention must be given to cycle optimization, aeration efficiency, sludge management, and real-time monitoring to achieve optimal performance. By integrating modern automation and biotechnological advancements, SBR systems can continue to evolve as a sustainable wastewater treatment technology.

Are you looking for advanced wastewater treatment solutions, including Sequencing Batch Reactor (SBR) systems?Contact us today to discuss your wastewater treatment needs and find the best solution for your facility!

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Bioculture-Based Treatment of Recalcitrant COD
Bioculture-Based Treatment of Recalcitrant COD in Pharmaceutical Effluents
Introduction

It often happens that an Effluent Treatment Plant’s (ETP) chemical oxygen demand (COD) degrading efficiency becomes stagnant at a certain point. Despite trying multiple wastewater treatment methods and technologies, breaking this threshold remains a challenge. The real culprit behind such scenarios is the presence of recalcitrant COD in pharma effluents.

Pharmaceutical wastewater, in particular, presents high COD and BOD challenges due to persistent Active Pharmaceutical Ingredients (APIs), solvents, and excipients that resist biological treatment. Conventional systems often struggle to meet regulatory compliance, making microbial culture-based treatment a promising alternative. This blog explores treatment efficiency, plant configurations, cost analysis, and pilot project insights for implementing enzyme-based bioculture in pharma effluent treatment.

To learn more about effective solutions for reduction of recalcitrant COD reduction in Pharmaceutical Effluents, feel free to contact us.

1. Understanding Bioculture-Based Treatment for Pharma Effluent
How Biocultures Work?

Microbial culture is a specialized microbial consortia capable of degrading recalcitrant COD through enzymatic breakdown. They work via:

Advanced oxidation processes – Breaks complex organic compounds into biodegradable intermediates. 

Co-Metabolism – Uses an additional carbon source to enhance pollutant degradation. 

Biofilm Formation – Protects microbes from toxic compounds and improves stability in treatment systems.

Targeted Degradation of Recalcitrant COD Components
Pharma CompoundCommon SourceMicrobial Strains UsedEnzymes InvolvedDegradation Pathway
ParacetamolPainkillersPseudomonas putida, Bacillus subtilisAmidase, LaccaseAmide hydrolysis to p-aminophenol, oxidation
Ibuprofen & DiclofenacNSAIDsSphingomonas sp., Rhodococcus sp.Dioxygenases, HydrolasesHydroxylation & carboxylation of aromatic rings
Ciprofloxacin & OfloxacinAntibioticsAcinetobacter sp., Pseudomonas aeruginosaMonooxygenasesQuinoline ring cleavage
Erythromycin & AzithromycinMacrolide AntibioticsBacillus licheniformisEsterase, OxidaseEster bond hydrolysis, oxidation
Estradiol & ProgesteroneHormonesComamonas testosteroni, Mycobacterium sp.Hydroxylase, DehydrogenaseSteroid ring hydroxylation
ChloramphenicolAntibioticsPseudomonas fluorescensReductase, HydrolaseNitro group hydrolysis
Azo Dyes (Erythrosine, Tartrazine)Coloring AgentsPseudomonas aeruginosa, Shewanella oneidensisAzoreductaseAzo bond cleavage
Nonylphenols, PEGsSurfactantsSphingomonas sp., Pseudomonas sp.Oxidase, β-OxidaseOxidation of alkyl chains
2. Treatment Systems Configurations Using Biocultures
Plant Design for Pharma Wastewater Treatment Process
Stage 1: Pre-Treatment (Equalization & Primary Treatment)

Objective: Remove suspended solids, neutralize pH, and reduce initial COD load.

Equalization Tank – Balances flow & pH (6.5–7.5).
Coagulation-Flocculation – Removes large particulates (e.g., PAC or FeCl₃).
Screening & Oil Removal – Eliminates large solids and oil residues.

Stage 2: Advanced Biological Treatment with Microbial Culture

✅ Moving Bed Biofilm Reactor (MBBR) or Sequential Batch Reactor (SBR) – Bioculture for STP wastewater treatment

✅ Optimized Microbial Seeding – Customised culture for targeted degradation. 

✅ Retention Time: 24–36 hours for reaction time.

Stage 3: Advanced Oxidation Processes & Membrane Filtration 

Fenton’s Process / Ozonation – Further breaks down recalcitrant COD

Membrane Bioreactor (MBR) or Reverse Osmosis (RO) – Final purification.

Stage 4: Sludge Management & Water Reuse

✅ Dewatering & Sludge Handling – Using filter press or centrifugation. 

✅ Effluent Recycling – Treated water reused for lagoons wastewater treatment.

3. Pilot Project Insights: Real-World Applications
Case Study 1: Antibiotic Manufacturing Effluent Treatment

📍 Location: India | COD Level: 10,000 mg/L

✅ Solution: Bioculture companies for wastewater treatment (Acinetobacter sp. & Pseudomonas sp. in MBBR). 

✅ Result:

  • COD reduced by 85% (Final COD: <500 mg/L).
  • Reduced toxicity – No microbial inhibition observed.
Case Study 2: NSAID (Ibuprofen & Diclofenac) Removal

📍 Location: Europe | COD Level: 8000 mg/L
✅ Solution: SBR + Microbial Culture Companies in India (Rhodococcus + Sphingomonas). 

✅ Result:

  • COD reduced by 90% (Final COD < 250 mg/L).
  • High removal of Ibuprofen (96%) & Diclofenac (89%).
4. Cost Analysis of Bioculture-Based Treatment
Cost ComponentEstimated Cost (₹/m³)Description
Bioculture Seeding₹3–6Initial inoculation for microbial growth
Reactor Operation (MBBR/SBR)₹15–20Aeration, energy, and microbial maintenance
AOP (Ozonation/Fenton’s Process)₹8–12Advanced oxidation for recalcitrant organics
Membrane Treatment (RO/MBR)₹12–18Filtration and final polishing
Total Treatment Cost₹38–56 per m³Cost-effective compared to ZLD (₹80-100 per m³)
Key Takeaways:
  • Bioculture-based treatment reduces overall cost by 30–50% compared to purely chemical or ZLD systems.
  • Lower sludge production compared to coagulation-based treatments.
  • Faster startup time (2–3 weeks) compared to conventional activated sludge.
Conclusion: The Future of Biocultures in Pharma Effluent Treatment

🔹 Bioremediation companies in India offer a sustainable & cost-effective solution for treating recalcitrant COD in pharma effluents.
🔹 Bioculture companies in India can provide enzyme-based bioculture tailored for specific APIs, ensuring high pollutant removal.
🔹  Integrating biocultures with advanced oxidation & MBBR/SBR technology enhances efficiency & meets regulatory standards.

If you’re looking for expert guidance or customized solutions for your ETP, our team is here to help!

Contact us today for a consultation or to learn more about how we can support your effluent treatment needs!

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Implementation of SBR systems in CETP
Implementation of SBR System in a CETP with T1B Aerobio Bioculture
Introduction:

The Common Effluent Treatment Plant (CETP) situated in Rajasthan handles effluents from over 40 industries in the RIICO sector. Equipped with SBR system in CETP technology, the system faces difficulty in handling the load of Chemical Oxygen Demand (COD) above 2000 PPM, owing to discharges from textiles and chemicals. The SBR wastewater treatment system, with 4 biological tanks and 4 cycles a day, was struggling with its efficiency in terms of COD reduction, resulting in high outlet COD levels. This excess load was carried over to the Reverse Osmosis (RO) system, leading to membrane damage and increased operational expenses (OPEX).

To explore effective solutions for optimizing wastewater treatment and improving COD reduction efficiency, you can reach out to Team One Biotech

ETP details:

The industry had primary treatment, biological treatment, and then a tertiary treatment.

Flow (current)2 MLD
Type of processSBR
No. of aeration tanks4
Capacity of aeration tanks3 MLD each
Total cycles in 24 hrs4
Duration of fill and Aeration cycle1.5 hrs and 2.5 hrs respectively
Challenges: 
Parameters Avg. Inlet parameters(PPM)Avg. Outlet parameters(PPM)
COD3000800
BOD1800280-300
TDS30001200
Operational Challenges:
  • The primary treatment was working at only 5% efficiency in terms of COD reduction.
  • The entire SBR process was lagging in COD degradation efficiency and sustainability of Mixed Liquor Volatile Suspended Solids (MLVSS).
  • Carryover COD and unsettled biomass were traveling to RO membranes, causing severe damage.
The Approach:

The agency operating the CETP wastewater treatment plant approached us to solve these pressing issues.

We adopted a 3D approach:
  1. Research/Scrutiny:
    Our team visited their facility during the winter season as they faced many challenges. We scrutinized every aspect of the plant to assess the efficiency of each component.
  2. Analysis:
    We analyzed six months of historical data to identify trends in wastewater treatment parameters, including BOD removal efficiency, COD degradation, and total dissolved solids (TDS) reduction.
  3. Innovation:
    Based on our findings, we developed a bioaugmentation strategy by selecting customized products and designing a targeted dosing schedule.
Desired Outcomes:
  • Significant COD and BOD reduction, improving the efficiency of biological treatment systems.
  • Degradation of hard-to-treat industrial effluents and formation of stable biomass to handle shock loads.
  • Enhanced biomass settling, reducing carryover COD and preventing RO membrane damage.
Execution:

Our team selected two products :

T1B Aerobio Bioculture: This product consisted of a blend of microbes as bioculture selected as per our analysis to degrade the recalcitrant COD, and ensure sustainability in the SBR system in CETP. 

Plan of Action:
  1. We devised a 60-day dosing program, divided into two phases:
  • Day 1 to Day 30: Loading dose to accelerate microbial population growth and generate biomass.
  • Day 31 to Day 60: Maintenance Dose, to maintain the population of biomass generated.
2. Dosing Strategy:
  • Dosing was carried out in all 4 SBR aeration tanks during filling and aeration cycles to ensure optimum microbial activity.
Results:
ParametersInlet parametersTank 4 outlet parameters (ppm)
COD3000 ppm280-300 ppm
BOD1800 ppm60-82 ppm

diagram of before and after bioculture, SBR system in CETP
The implementation of bioaugmentation program by SBR system in CETP resulted in significant improvements in the performance of biological units in their WWTP:

✅ Achieved 90% COD and BOD reduction, compared to the previous 70% efficiency.
✅ Reduced CETP operational expenditure (OPEX) by 20%.
✅ Increased ETP capacity utilization to handle full hydraulic load.
✅ Improved biological process stability, making it more resilient to influents fluctuations.
RO membrane health restored, reducing damage by 80%.

Conclusion:

The successful implementation of bioaugmentation with T1B Aerobio Bioculture led to an efficient, cost-effective, and sustainable wastewater treatment system. By enhancing COD degradation efficiency, reducing BOD levels, and improving biomass stability, the CETP wastewater treatment achieved outstanding results. This highlights the importance of biological wastewater treatment solutions in optimizing industrial effluent treatment processes.

 Discover how T1B Aerobio Bioculture can help you today!

Struggling with high COD levels in your wastewater treatment system? Contact us today to know more about how T1B Aerobio Bioculture can help you today!

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effluent treatment plant
Enhancing effluent treatment efficiency at a Nylon tyre cord company

Industry Overview

A leading manufacturer of Nylon Tyre Cord Fabric (NTCF) and Nylon Filament Yarn (NFY) in India. The manufacturing process generates waste water containing high BOD COD and complex organic pollutants, requiring an advanced effluent treatment system or compliance with environmental norms. 

To learn how our solutions can help optimize wastewater management and ensure regulatory adherence, contact us today.

ETP Overview

 The company operates a 650 KLD effluent treatment plant (ETP) with the following aeration tank capacities:

  • Aeration Tank 1: 450 KL
  • Aeration Tank 2: 800 KL
  • Aeration Tank 3: 400 KL

The wastewater treatment system includes equalization, primary treatment, biological treatment (aeration tanks), secondary clarification, and waste management through sludge treatment.

Challenges Faced by the ETP

  1. Frequent Upsets Due to Multiple Waste Water Streams 

The industry has multiple waste water streams, including:

  • ✅ Process wastewater treatment from Nylon production – Contains high COD, phenols, and recalcitrant organics.
  • Dye and finishing waste water – High in sulfates, surfactants, and residual dyes.
  • Boiler & cooling tower blowdowns – High in TDS and scaling compounds.

These varied streams led to fluctuations in pH, organic load, and microbial inhibition, making biological treatment inconsistent.

  1. Filamentous Bacteria Growth Leading to Bulking & Poor Settling 

The aeration tanks experienced frequent filamentous bacterial overgrowth, leading to:

  • Sludge bulking – Poor settleability in the secondary clarifier.
  • ❌ Reduced oxygen transferFilamentous microbes formed a mat, lowering aeration efficiency.
  • ❌ High MLSS but poor COD removal – Inefficient microbial metabolism caused high effluent COD.
  1. High COD and BOD in Final Discharge
    • COD levels >1200 mg/L after biological treatment (well above discharge limits).
    • BOD levels exceeded 250 mg/L, indicating poor organic degradation.
    • Fluctuations in ammonia and nitrate levels due to microbial stress.

Solution: Implementation of Our Customized Bioculture for Effluent Treatment System

To address these challenges, a customized culture solution was implemented in three stages:

  1. Bioaugmentation with Specialized Microbial Strains We introduced a high-performance microbial culture consortia designed to degrade recalcitrant organics and control filamentous growth.
Pollutant / IssueTargeted Bioculture StrainsMode of Action
High COD from dyes & finishingPseudomonas putida, Bacillus subtilisProduces oxidative enzymes to break down complex organics.
Phenolic compounds & nylon by-productsAcinetobacter sp., Comamonas testosteroniUses phenol hydroxylase to degrade toxic aromatics.
Surfactants & residual oilSphingomonas sp., Rhodococcus sp.Breaks down surfactants & hydrocarbons.
Filamentous bacterial overgrowthBacillus licheniformis, Nitrosomonas sp.Competes with filamentous microbes & improves sludge settling.
Ammonia & nitrate fluctuationsNitrobacter sp., Paracoccus denitrificansEnhances nitrification & denitrification for ammonia removal.

Dosage Strategy:

  • First 10 days: Shock dosing of bioculture for STP wastewater treatment (10 ppm/day) to quickly establish microbial dominance.
  • Post-10 days: Maintenance dosing (2–3 ppm/day) for stable microbial activity.
  1. Process Optimization in Aeration Tanks
    • Dissolved Oxygen (DO) Optimization: Increased DO from 1.5 mg/L to 2.5 mg/L by fine-tuning aeration rates.
    • MLSS & SRT Adjustments: Maintained MLSS at 3500–4000 mg/L for optimum microbial growth.
    • Sludge Recycle Ratio: Adjusted to 60% return rate to prevent sludge bulking.
  1. Enhanced Settling & Clarifier Performance
    • The addition of floc-forming microbes (Bacillus sp.) improved sludge compactness, reducing SV30 from 200 ml/L to 80 ml/L.
    • Sludge volume index (SVI) improved from >250 mL/g to <120 mL/g, indicating better sludge settleability.

Results Achieved

ParameterBefore TreatmentAfter Bioculture ImplementationReduction %
COD in Effluent1200 mg/L180 mg/L85%
BOD in Effluent250 mg/L35 mg/L86%
Phenol Concentration45 mg/L5 mg/L88%
Filamentous Bacteria IssueFrequent sludge bulkingFully controlled
Dissolved Oxygen (DO)1.5 mg/L2.5 mg/L
Sludge Settling (SVI)>250 mL/g<120 mL/g52% Improvement

Key Benefits for the Industry 

Consistent Compliance with Environmental Norms

  • Effluent quality now meets CPCB discharge limits (COD < 250 mg/L, BOD < 30 mg/L).

Reduced Operating Costs

  • Lower aeration energy costs due to improved oxygen transfer efficiency.
  • Reduced chemical usage (e.g., less need for coagulants & antifoam).

Stable ETP Operation with No More Upsets

  • Bioculture created a robust microbial ecosystem that handled stream variations effectively.

Improved Sludge Management

  • Better settling resulted in less sludge disposal & reduced maintenance costs.

Conclusion 

The implementation of our customized bioculture solution successfully transformed the effluent treatment system at Century Enka Ltd., Bharuch. By addressing COD BOD problems, filamentous bacterial issues, and inefficient aeration, the plant achieved stable treatment performance, reduced operational costs, and regulatory compliance

Are you looking for expert solutions in effluent treatment and sustainable wastewater management?

Contact us to know more about how our customized bioculture solutions can help!

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Aeration Systems for Efficient Biological Treatment
Optimizing Aeration Systems for Efficient Biological Treatment

Effluent Treatment Plants (ETPs) and Common Effluent Treatment Plants (CETPs) play a crucial role in treating industrial and municipal wastewater before its discharge into the environment. The primary treatment of wastewater often involves physical and chemical processes, while the secondary biological treatment stage heavily depends on an efficient aeration system. In this blog, we will discuss the significance of aeration technologies, their alignment with biological treatment, and how to assess the aeration efficiency in ETPs and sewage treatment plants, focusing on biological sewage treatment and aeration systems.

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What is Aeration Essential in ETPs?

Aeration is the process of introducing oxygen into wastewater to support the growth of aerobic microorganisms that break down organic pollutants in the biological treatment process. The key reasons why a well-designed aeration system is critical in effluent treatment plants (ETPs) and sewage treatment plants in India include:

  • Enhanced Biological Degradation – A proper aeration system maintains adequate dissolved oxygen (DO) levels, enabling microbial communities to efficiently degrade organic matter in wastewater treatment projects.
  • Prevention of Septic Conditions – Insufficient aeration efficiency can lead to anaerobic conditions, causing foul odors and incomplete treatment, which can negatively impact sewage disposal methods.
  • Reduction of BOD and COD – A well-functioning aeration system significantly lowers Biochemical Oxygen Demand (BOD) and Chemical Oxygen Demand (COD) by enhancing microbial activity.
  • Improved Sludge Settling – Proper aeration technologies prevent the growth of filamentous bacteria, which can cause sludge bulking and poor settling in the clarifier.
  • Energy Optimization – Advanced aeration technologies improve aeration efficiency, reducing energy costs while ensuring superior wastewater treatment.
The Role of Aeration in the Biological Treatment Process


The biological treatment process in ETPs primarily relies on aerobic bacteria to break down organic pollutants. The aeration system facilitates this by:

  • Maintaining Optimal DO Levels – Most aerobic microbes require a DO level of 1.5–3.0 mg/L for effective degradation.
  • Enhancing Microbial Growth and Diversity – Different microbes thrive under well-aerated conditions, ensuring the complete breakdown of organic matter in the effluent treatment process.
  • Supporting Nitrification – Ammonia in wastewater is converted to nitrates by nitrifying bacteria, which require a stable oxygen supply.
  • Ensuring Proper Mixing – Aeration technologies prevent sludge settling, ensuring uniform microbial distribution throughout the effluent treatment plant.

Types of Aeration Technologies Used in ETPs


Different aeration technologies improve aeration efficiency in effluent treatment plants, including:

  • Surface Aerators – Use mechanical action to mix wastewater and increase oxygen transfer.
  • Diffused Aeration Systems – Utilize fine bubble diffusers to enhance oxygen dissolution in biological sewage treatment plants.
  • Jet Aerators – Combine air and liquid to increase oxygen contact time.
  • Hybrid Aeration Systems – Integrate multiple aeration technologies for optimized efficiency and energy savings, ideal for advanced ETPs.
How to Assess if Your Aeration System is Functioning Optimally?


An inefficient aeration system can compromise the biological treatment process and lead to poor effluent quality. Here are key indicators to monitor:

  • Dissolved Oxygen (DO) Monitoring – Regularly check DO levels; if they drop below 1.0 mg/L, microbial activity may be hindered in your ETP plant.
  • Foam and Sludge Observation – Excessive foaming or bulking sludge may indicate an aeration imbalance in your effluent treatment plant.
  • Bubble Size and Distribution – Fine bubbles should be evenly spread across the aeration tank; large or irregular bubbles suggest inefficiencies in diffused air aeration.
  • Air Blower Functionality – Inspect blowers, diffusers, and the air distribution system for blockages or mechanical failures in aeration systems.
  • Energy Consumption Analysis – A sudden increase in energy usage without improved treatment efficiency may indicate poor aeration efficiency.
  • MLSS (Mixed Liquor Suspended Solids) and F/M Ratio – Maintaining a balanced microbial population ensures optimal treatment in ETPs and sewage treatment plants in India.
  • Effluent Quality Check – High levels of BOD, COD, or ammonia in treated effluent signal inadequate aeration.

Best Practices to Improve Aeration Efficiency


To enhance aeration efficiency in effluent treatment plants, consider the following best practices:

  • Regular System Audits – Periodic assessments help detect inefficiencies early, especially in ETP plant manufacturers’ installations.
  • Use of Energy-Efficient Blowers – Advanced blowers optimize air distribution and reduce operational costs in wastewater treatment plants.
  • Optimized Diffuser Placement – Properly placed diffusers ensure maximum oxygen transfer in biological treatment plants.
  • Automated Oxygen Control Systems – Smart control systems adjust oxygen supply based on real-time DO measurements in wastewater treatment projects.
  • Routine Cleaning and Maintenance – Prevent blockages and maintain performance with scheduled maintenance for aeration systems in ETPs and CETPs.
Conclusion:


A well-functioning aeration system is the backbone of the biological treatment process in effluent treatment plants, sewage treatment plants, and biological sewage treatment plants. Regular monitoring and maintenance of aeration technologies ensure optimal performance, energy conservation, and compliance with environmental regulations.
By investing in advanced aeration technologies and conducting periodic system audits, industries can enhance aeration efficiency, reduce ETP plant costs, and achieve sustainable wastewater treatment. For expert assistance in optimizing your ETP’s aeration system and biological treatment process, connect with Team One Biotech. Our customized bioculture solutions and technical support can help you achieve superior treatment efficiency in your effluent treatment plant!

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