Severely Impaired Oxygen Transfer:
Problem: Thick, dense sludge drastically reduces the efficiency of oxygen diffusion from air bubbles into the liquid. Microorganisms responsible for breaking down pollutants starve for oxygen.
Consequence: Reduced Biological Oxygen Demand (BOD) and ammonia removal efficiency. Effluent quality deteriorates, risking permit violations for parameters like BOD, COD, and ammonia.
Poor Settling and Bulking Sludge:
Problem: High MLSS often correlates with high viscosity and poor floc characteristics. This can lead to slow settling in clarifiers (secondary settling tanks).
Consequence: Pin floc or dispersed growth causes turbid effluent. Worse, it can trigger sludge bulking, where filamentous bacteria overgrow, creating sludge that won't compact and washes out of the clarifier, causing catastrophic effluent failure.
Increased Energy Consumption:
Problem: To overcome the poor oxygen transfer efficiency, blowers must work much harder to pump significantly more air into the aeration tanks.
Consequence: Dramatic spikes in energy costs, which are often the largest operational expense for a treatment plant.
Clogging and Equipment Stress:
Problem: Thick sludge increases friction and the risk of solids deposition.
Consequence: Increased pump wear, potential clogging of pipes, diffusers, and mixers. This leads to higher maintenance costs, unplanned downtime, and equipment failures.
Anaerobic Conditions and Sludge Rising:
Problem: Poor oxygen penetration deep within sludge flocs can create localized anaerobic zones even in aerated tanks. In clarifiers, thick sludge blankets deplete oxygen rapidly.
Consequence: Denitrification in the clarifier produces nitrogen gas bubbles, causing sludge to float to the surface ("sludge rising"), leading to effluent contamination and operational headaches.
Increased Chemical Usage:
Problem: To combat poor settling or bulking, operators often resort to chemical coagulants or polymers.
Consequence: Increased operational costs and introducing more chemicals into the treatment process and potentially the residual sludge.
Toxicity and Process Upset:
Problem: High solids concentration can sometimes concentrate inhibitory or toxic substances, making them more harmful to the microbial community.
Consequence: Potential toxicity events leading to process upsets, further degrading treatment performance.
Handling Challenges for Surplus Sludge:
Problem: While high MLSS might seem to reduce sludge production volume initially, the surplus sludge that must be wasted often has extremely poor dewatering characteristics.
Consequence: Increased costs and difficulties in thickening, dewatering, transporting, and disposing of the generated biosolids.
Excessively high sludge concentration cripples the core biological process, leads to effluent non-compliance, dramatically increases operational costs (energy, chemicals, maintenance), stresses equipment, and creates significant handling problems for residual solids. Regular monitoring and careful control of MLSS and the related Sludge Retention Time (SRT) are fundamental to avoiding these costly and environmentally risky hazards.