Today a conventional water treatment system has many problems. The ozone/GAC process, sometimes termed Biological Activated Carbon(BAC), appeared to be effective for the removal of soluble organic matters in the drinking water. The water quality of Nak-dong river in Pusan, generally shows BDOC 30-40% and NBDOC 60-70%. The pilot plant installed at the Duk-san water works that was been largest treatability(1,650,000ton/day) in Pusan. A experimental water in the pilot plant made use of the water after sand-filteration. Following results are drawn from this study. Initial adsorption velocity($DOC/DOC_o/T$) in the pure adsorption of GAG had a 0.0225, it's velocity changed to 0.006 after ozone added and the optimum ozone dose ranged of $1.4-2.0mgO_3/L$. A experimental water in the pilot plant composed with humic material(78%). Humic material composed with humic acid(20%) and fulvic acid(56%), and it's rate changed to 18 and 50% respectively after ozone added. DOC constantly decreased in the EBCTs and removal efficieny in the 15min of EBCT was 45-50%. It showed the largest removal rate of BDOC in the EBCT 5 and among the season, characteristics of removal varied. The HPC distributed over $10^6-10^7CFU/cm^3$ in the bed depth and among the season, distribution of HPC were differential.

ZnSo4ㆍ7H2O에 의한 모델폐수에서 Zn 농도 및 pH를 변화하여 역삼투 실험하였고, Zn용액의 pH에 따라 아연의 제거율은 상당히 변화하였고, pH 3.0~11.5 범위에서 실험한 바 pH 8.3일 때가 아연제거율은 99.9% 이상, 투과 속도는 1.49 × 10-3cm/sec로 가장 큰 값을 보였다. 아연모델폐수에 Cyanide를 아연농도와 동량으로 첨가하였을 때, 아연은 99%, Cyanide는 93% 정도 제거가 가능하였다. 또한 첨가제로 음이온계면활성제 등을 첨가하여 실험한 결과, Membrane에서의 투과속도가 0.76 × 10-3cm/sec로 현저히 감소하였다.