2―MIB는 유입농도가 증가함에 따라 유출수의 농도가 증가하였고, 원수의 pH가 낮고 용존성 유기 탄소 농도가 높을 경우 제거 효율이 감소되었다.
In 2-MIB, the concentration associated with effluent increased as the inflow concentration increased, and the removal efficiency reduced as soon as the pH of the raw water was low and also the dissolved organic carbon concentration was high.