Comparison of Urban Runoff Models for Interior Drainage in Urban Basin

도시유역의 내수배제를 위한 도시유출모델의 비교

  • 최윤영 (경북도립대학 토목환경학과) ;
  • 이영화 (경산대학교 토목공학과) ;
  • 지홍기 (영남대학교 토목공학과)
  • Published : 2000.09.15

Abstract

In this study, the urban runoff models, ILLUDAS model and SWMM, are analyzed the probable peak discharge and discharge using rainfall distribution by Huff's method at Bum-uh chun area in Taegu city. The probability rainfall and intensity is analyzed by Pearson-III type. The rainfall duration, 90 minutes, is determined by the critical duration computed the maximun peak discharge for some rainfall durations. The peak discharge according to Huff's rainfall distribution types compute in order of type 3, type 4, type2, and type 1, so Huff's 3 type is selected as an adequate rainfall distribution in Bum-uh chun basin. ILLUDAS model and SWMM are shown as good models in Bum-uh chun, but SWMM is computed higher peak discharge than ILLUDAS model, so SWMM is shown as the adequate urban runoff model for the design of interior drainage in urban basin.

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