본 논문에서는 정밀한 수문기상자료를 보유하고 있는 설마천 시험유역의 강우유출자료를 이용하여 산지 소유역의 유출곡선지수(CN)를 산정하고, 이를 이용하여 국내 산지 소유역에 적합하다고 판단되는 선행강우량(ARC)의 적용기준을 제시하였다. 설마천 시험유역은 가 산림으로 구성되어 있는 전형적인 미개발 산지 소유역으로서 기왕의 10개 주요 호우사상을 분석하여 산정된 CN값은 범위에 있었으며 중앙값(median)은 72 정도인 것으로 나타났다. 선행강우량과 C

There is a need to improve the efficiency of the existing sanitary treatment facilities, because the effluent standard becomes more stricter and septic sludge increased. Thus, operating processes of sanitary treatment system in M city changed with installation of additional facilities. Process modifications were as follows: Dilution water was added to the next process after primary aeration tank. Some secondary sedimentation sludge was recycled to primary aerator so that most of the organics were stabilized in primary aeration tank under automatic control of dissolved oxygen. The line of effluent from dewatering process flowing to the activated sludge tank was changed to the primary aerator. The primary sedimentation sludge line was linked to a thickener. Polymer was added to the activated sludge tank. The effluent of primary aerator and aerobic digester was recycled from the 5th to the 1st sector. As consequencies of above process modifications, the improvement of removal efficiency was achieved as BOD 54%, COD 42%, SS 61%, T-N 39%, and T-P 12%, respectively.