Why COD or Ammonia Increases in Anaerobic Reactors

Table of Contents

In today’s evolving wastewater treatment industry, anaerobic reactors play a critical role in the initial degradation of organics.

Especially in A2/O systems and UASB reactors widely used for industrial effluents, any malfunction in the anaerobic stage may:

  • ❌ Lower COD & ammonia removal efficiency
  • ❌ Cause effluent non-compliance
  • ❌ Increase overall project risks

Based on years of field practice, this article summarizes the 4 most common operational problems in anaerobic tanks, their mechanisms, and troubleshooting tips.

 

1️⃣ COD Abnormally High: Hydrolysis & Acidification Cause VFA Accumulation

📌 Observation: Effluent COD is higher than influent COD.

🔎 Cause:

  • Presence of macromolecular organics → hydrolyzed into small molecules (e.g., VFAs), easily detected as COD.
  • Some substances, normally non-oxidizable, may undergo partial oxidation under anaerobic conditions, increasing COD further.
 

2️⃣ Ammonia Nitrogen (NH₃-N) Unexpectedly Increases

📌 Observation: Effluent ammonia-N higher than influent.

🔎 Cause:

  • Influent contains high organic nitrogen.
  • Through ammonification, organic-N converts into ammonia nitrogen, raising NH₃-N concentration.
  • This is a common by-product of anaerobic reactions.
 

3️⃣ pH Abnormally High: 3 Key Mechanisms to Check

📌 Observation: Anaerobic tank pH drifts upward.

🔎 Mechanisms:

  1. Ammonification 🧪: Organic-N → Ammonia-N, increasing alkalinity.
  2. Rapid VFA consumption ⚡: VFAs are quickly depleted, temporarily raising pH.
  3. Sulfate reduction by SRB 🦠: Sulfate → H₂S, which increases alkalinity.

⚠️ Note: These changes can be normal, but sudden/large fluctuations require checking influent composition & sludge activity.

 

4️⃣ COD Removal Efficiency Low: 4 Major Factors

📌 Observation: Poor COD removal.

🔎 Checklist:

  1. Influent conditions unsuitable ❄️: Low pH or low temperature reduces microbial activity.
  2. Sludge deficiency or poor quality 🟤: Can be improved by increasing sludge recycle or seeding with active sludge.
  3. Nutrient imbalance (C:N:P) ⚖️: Must be kept near 100:5:1 for stable performance.
  4. Insufficient HRT ⏱️: Small tank volume or hydraulic overload shortens contact time, lowering efficiency.
 

🔧 Technical Advice

A stable anaerobic system requires:

  • Continuous monitoring 📊
  • Timely adjustments 🔄
  • Balanced influent conditions & sludge management

By understanding these typical problems & root causes, engineers can more accurately diagnose and fix issues in real projects.

📩 For complex operational troubleshooting, feel free to reach out to our technical team for tailored support.

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