Coking wastewater is difficult for a reason that is easy to state but hard to engineer around: it combines high organic load with high ammonia and potent biological toxicity in the same stream.
Free cyanide and volatile phenols suppress microbial activity, while polycyclic aromatic hydrocarbons and nitrogen-containing heterocycles resist conventional biodegradation. Treatment therefore cannot rely on a single biological step; it must be staged so that toxicity is reduced before biology is asked to do the heavy work, and refractory residuals are attacked after biology has exhausted its capacity.
Pretreatment exists to make the wastewater biologically tractable. Oil and tar are separated, and cyanide and phenols are either recovered or oxidatively degraded before the main biological train. This is not merely a polishing step. Cyanide and phenol exert a direct inhibitory effect on nitrifiers and heterotrophs, and a pretreatment failure propagates downstream as poor COD removal, nitrification collapse, or sludge loss. The monitoring priority here is therefore influent volatile phenols, cyanide, sulphide, oil, pH, and ammonia, because these parameters determine whether the biological system can function at all.
Biological treatment is typically configured as anaerobic–anoxic–oxic or two-stage anoxic–oxic, targeting simultaneous carbon oxidation and nitrogen removal. The oxic zone handles nitrification and residual phenol degradation; the anoxic zones use influent carbon for denitrification. But the biological system's performance is limited by what pretreatment leaves behind. A low BOD/COD ratio—often well below 0.1 in raw coking wastewater—means that a large fraction of the COD is not readily biodegradable, so biological removal alone rarely meets discharge limits.
Routine monitoring in this stage must cover COD, ammonia, nitrate, nitrite, total nitrogen, dissolved oxygen, pH, and oxidation–reduction potential, not because these are conventional, but because each maps to a specific failure mode: ammonia breakthrough signals nitrifier stress, nitrite accumulation signals incomplete nitrification, and ORP drift signals loss of anoxic conditions.
Advanced treatment is where the residual, biologically resistant fraction is addressed. Ozone-catalysed oxidation, Fenton oxidation, activated carbon adsorption, and membrane separation are the common options. Each has a different monitoring implication.
Ozone and Fenton systems require residual COD and colour as performance indicators, while membrane systems require turbidity, silt density index, conductivity, and specific ion concentrations to protect the membranes and predict scaling. If the plant pursues reuse or near-zero discharge, the monitoring scope expands further to include total dissolved solids, chloride, sulphate, hardness, and silica, because these determine whether concentration and crystallization stages can operate without fouling.

