Rising Sludge in Secondary Clarifier (Denitrification)
Diagnose and correct rising sludge caused by denitrification in the secondary clarifier. Troubleshooting scenario with all answer choices explained.
Answer Choices
A) Increase the RAS rate (or otherwise reduce secondary clarifier blanket depth) to shorten solids detention time in the clarifier and prevent denitrification in the blanket. Correct
Correct. Rising sludge from denitrification happens when nitrate-bearing mixed liquor sits in an anoxic clarifier blanket long enough for bacteria to convert nitrate to nitrogen gas, which attaches to floc and makes it float. Increasing RAS lowers the blanket depth and reduces clarifier solids detention time, removing solids before significant denitrification gas can form. This matches the “boiling/bubbly” blanket observation and explains why BOD/TSS removal can still look good even while sludge is popping up.
B) Decrease the RAS rate to keep solids in the clarifier longer so they compact better and stop floating.
Wrong. Decreasing RAS increases blanket depth and keeps sludge in the clarifier longer, which increases the chance of anoxic conditions and denitrification gas production. That typically makes rising sludge worse, not better.
C) Increase aeration basin DO as high as possible to strip nitrogen gas and eliminate denitrification in the secondary clarifier.
Wrong. Higher aeration basin DO can help reduce the tendency for anoxic carryover, but it does not directly fix an anoxic, nitrate-rich clarifier blanket in the short term. The immediate issue is excessive blanket detention time in the secondary clarifier, so blanket control (RAS/blanket depth) is the primary operational knob.
D) Add polymer to the secondary clarifier influent to make the sludge heavier so gas bubbles cannot lift the floc.
Wrong. Polymer may improve settling/compaction in some situations, but it does not remove the root cause of gas formation in the blanket. Gas bubbles attached to floc can still lift “heavier” floc, and polymer use can create other problems (cost, overflocculation, higher sludge handling issues) if the real problem is denitrification.