HEC-HMS를 활용한 무심천 유역내 도시화에 의한 유출 특성
Runoff Characteristics of Urbanization in the Mushim Stream Watershed Using HEC-HMS
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Abstract
For a given watershed that consists of urbanized areas, it was essential to predict how the runoff characteristics, such as runoff peak and volume, and travel time, change with time for planning and designing various kinds of hydraulic facilities with given recurrence interval. In this study, Mushim stream watershed was simulated using HEC-HMS model to get runoff characteristics of an urbanization basin. The results was showed that runoff was increased 1794.20∼2104.65 m3/s and 1751.90∼1961.30 m3/s according to the increased of rainfall and CN value recurrence interval in years. Observed storm was increased 497.91∼581.71 m3/s and 506.57∼537.01 m3/s for increased of CN value and impervious area. This paper is also possible to evaluate the effect of urbanization quantitatively.
참고문헌 (6)
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- "Assessing the effect of land use change on catchment runoff by combined use of statical tests and hydrological modeling", pp.147~163 (1998)
- "Effects of urbanization on stream flow in the Atlanta area", 15, pp.1441~1457 (2001)
