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Characteristics of Runoff on Urban Watershed in Jeju island, Korea

제주도 도심하천 유역의 유출특성 해석

  • Jung, Woo-Yul (Department of Civil Engineering, Jeju National University) ;
  • Yang, Sung-Kee (Department of Civil Engineering, Jeju National University) ;
  • Lee, Jun-Ho (Department of Civil Engineering, Jeju National University)
  • Received : 2012.11.08
  • Accepted : 2013.04.04
  • Published : 2013.05.31

Abstract

Jeju Island, the heaviest raining area in Korea, is a volcanic Island located at the southernmost of Korea, but most streams are of the dry due to its hydrological/geological characteristics different from those of inland areas. Therefore, there are limitations in applying the results from the mainland to the studies on stream run-off characteristics analysis and water resource analysis of Jeju Island. In this study, the SWAT(soil & water assessment tool) model is used for the Hwabuk stream watershed located east of the downtown to calculate the long-term stream run-off rate, and WMS(watershed modeling system) and HEC-HMS(hydrologic modeling system) models are used to figure out the stream run-off characteristics due to short-term heavy rainfall. As the result of SWAT modelling for the long-term rainfall-runoff model for Hwabuk stream watershed in 2008, 5.66% of the average precipitation of the entire basin was run off, with 3.47% in 2009, 8.12% in 2010, and root mean square error(RMSE) and determination coefficient($R^2$) was 496.9 and 0.87, respectively, with model efficient(ME) of 0.72. From the results of WMS and HEC-HMS models which are short-term rainfall-runoff models, unless there was a preceding rainfall, the runoff occurred only for rainfall of 40mm or greater, and the run-off duration averaged 10~14 hours.

Keywords

References

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Cited by

  1. Flood Discharge to Decision of Parameters in Han Stream Watershed vol.23, pp.4, 2014, https://doi.org/10.5322/JESI.2014.4.533
  2. A Proposal of Unit Hydrograph Using Statistical Analysis in Oedo Stream, Jeju vol.24, pp.4, 2015, https://doi.org/10.5322/JESI.2015.24.4.393