Effects of design and aeration control parameters on simultaneous nitrification and denitrification (SNdN) performance for activated sludge process

Keyphrases

• Control Parameters 100%
• Nitrogen Removal 100%
• Nitrification 100%
• Activated Sludge Process 100%
• Denitrification Performance 100%
• Aeration Control 100%
• Design Control 100%
• Heterotrophic Nitrification-aerobic Denitrification (HN-AD) 100%
• Loading Conditions 50%
• Simulation Study 50%
• Denitrification Process 50%
• Effluent Quality 50%
• Chemical Oxygen Demand 50%
• Design Procedure 50%
• Relative Error 50%
• Dissolved Oxygen 50%
• Nitrogen Loading 50%
• Process Analysis 50%
• Analytical Design 50%
• Kjeldahl Nitrogen 50%
• Low Dissolved Oxygen 50%
• Model Selection 50%
• High Nitrogen 50%
• Point Conditions 50%
• Simulation-based 50%

Engineering

• Set Point 100%
• Control Parameter 100%
• Activated Sludge Process 100%
• Simulation Result 50%
• Loading Condition 50%
• Removal Efficiency 50%
• Design Procedure 50%
• Relative Error 50%
• Chemical Oxygen Demand 50%

Chemical Engineering

• Activated Sludge Process 100%
• Dissolved Oxygen 100%
• Nitrification 100%
• Denitrification Performance 100%
• Chemical Oxygen Demand 50%
• Effluent Quality 50%
• Removal Performance 50%