I use ferric chloride (FeCl3) as a coagulant in my effluent treatment. on one particular run the concentration of chloride ions is twice the chlorides in the feed. Why is this so? Why am I ending with a high concentration of chlorides at the end. other parameters like, pH, Conductivity, TSS, Turbidity, COD, and Sulphates concentration have been reduced quite significantly. Please help.

More Hopewell Molefe's questions See All
Similar questions and discussions