In this study, the discharge loads of non-point pollution sources were analyzed using a Hydrologic Simulation Program-Fortran (HSPF) model for 46 sub-watersheds in order to guide the management plan for water and streams passing through the city. The results using HSPF showed good applicability in comparison to point measurements, which were based on BOD, TP, and TN. The mean value of the BOD loads was 4.08 kg/km2 per day, and the highest level of BOD was 17.75 kg/km2 per day at Namri. Three potential areas of high priority for the installment of constructed wetlands were selected in order to reduce non-point pollution sources based on BOD loads and on environmental and economic conditions. The results for these scenarios indicated a maximum rate of reduction in BOD of 39.12% within the proposed constructed wetlands.

본 연구의 목적은 HSPF 모형과 Landsat 영상을 이용하여 토지피복 변화에 따른 유출의 변화를 분석하는 것이다. 토지피복도는 경안수위관측소 상류유역()에 대하여 10년 단위로 3개의 토지피복도(1980, 1990, 2000)를 준비하였다. HSPF의 수문학적 인자들의 보정에는 1999년부터 2000년의 경안수위관측소의 자료를 사용하였고, 검증에는 2001년과 2003년의 자료를 사용하였다. 토지피복도를 입력자료로 한 유출변화의 모의 결과, 20년