Journal of the Korean Association of Geographic Information Studies (한국지리정보학회지)

The Korean Association of Geographic Information Studies (한국지리정보학회)
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Estimation of Flood Discharge Using Satellite-Derived Rainfall in Abroad Watersheds - A Case Study of Sebou Watershed, Morocco -

위성 강우자료를 이용한 해외 유역 홍수량 추정 - 모로코 세부강 유역을 대상으로 -

  • KIM, Joo-Hun (Department of Hydro Science and Engineering Research, KICT) ;
  • CHOI, Yun-Seok (Department of Hydro Science and Engineering Research, KICT) ;
  • KIM, Kyung-Tak (Department of Hydro Science and Engineering Research, KICT)
  • 김주훈 (한국건설기술연구원 수자원.하천연구소) ;
  • 최윤석 (한국건설기술연구원 수자원.하천연구소) ;
  • 김경탁 (한국건설기술연구원 수자원.하천연구소)
  • Received : 2017.06.09
  • Accepted : 2017.09.26
  • Published : 2017.09.30
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Abstract

This paper presents a technical method for flood estimation based on satellite rainfall and satellite rainfall correction method for watersheds lacking measurement data. The study area was the Sebou Watershed, Morocco. The Integrated Flood Analysis System(IFAS) and Grid-based Rainfall-Runoff Model(GRM) were applied to estimate watershed runoff. Daily rainfall from ground gauges and satellite-derived hourly data were used. In the runoff simulation using satellite rainfall data, the composites of the daily gauge rainfall and the hourly satellite data were applied. The Shuttle Radar Topographic Mission Digital Elevation Model(SRTM DEM) with a 90m spatial resolution and 1km resolution data from Global map land cover and United States Food and Agriculture Organization(US FAO) Harmonized World Soil Database(HWSD) were used. Underestimated satellite rainfall data were calibrated using ground gauge data. The simulation results using the revised satellite rainfall data were $5,878{\sim}7,434m^3/s$ and $6,140{\sim}7,437m^3/s$ based on the IFAS and GRM, respectively. The peak discharge during flooding of Sebou River Watershed in 2009~2010 was estimated to range from $5,800m^3/s$ to $7,500m^3/s$. The flood estimations from the two hydrologic models using satellite-derived rainfall data were similar. Therefore, the calibration method using satellite rainfall suggested in this study can be applied to estimate the flood discharge of watersheds lacking observational data.

본 연구는 계측자료가 부족한 유역을 대상으로 위성강우 활용 및 위성강우의 보정방법을 통해 홍수량 추정의 기술적인 방법을 제시하는 것을 목적으로 하였다. 연구대상유역은 모로코 세부강 유역을 대상으로 하였다. 세부강 유역 홍수량 추정을 위한 모형은 IFAS(Integrated Flood Analysis System)와 GRM(Grid baed Rainfall-Runoff Model)을 이용하였다. 연구 유역에 대한 강우자료는 일일관측의 지상계측 자료와 시간계측 위성강우자료를 이용하였다. 위성강우를 이용한 홍수분석에서 일일 지상계측 강우량과 위성강우의 시간계측 자료를 합성하여 위성강우자료를 수정하였다. 지형자료는 90m 공간해상도의 Shuttle Radar Topographic Mission DEM(SRTM DEM)과, 1km 공간해상도의 Global map의 토지피복도와 US Food and Agriculture Organization(US FAO)의 Harmonized World Soil Database(HWSD) 토양도를 이용하였다. 과소추정되는 위성강우는 지상계측 자료를 활용하여 보정하였다. 수정된 위성강우를 이용한 유출분석에서는 첨두유출량이 IFAS는 $5,878{\sim}7,434m^3/s$, GRM은 $6,140{\sim}7,437m^3/s$의 유출이 발생하는 것으로 분석되었다. 그러므로 2009~2010년에 발생한 세부강 유역의 첨두홍수량은 $5,800m^3/s$에서 $7,500m^3/s$의 범위에서 발생한 것으로 추정되었다. 보정된 위성강우를 활용한 홍수량 추정결과는 두 모형 모두 유사한 홍수량을 나타내었다. 따라서 본 연구에서 제시한 위성강우의 보정기법은 계측자료가 부족한 지역의 적정 홍수량 추정에 적용될 수 있을 것으로 사료된다.

Keywords

References

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