Journal of Korea Water Resources Association (한국수자원학회논문집)

Korea Water Resources Association (한국수자원학회)
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Estimation of Natural Streamflow for the Bokhacheon Middle-upper Watershed

복하천 중상류 유역의 자연유량 산정

  • Kim, Nam Won (Water Resources Research Division, Water Resources & Environment Research Department, Korea Institute of Construction Technology) ;
  • Lee, Jeongwoo (Water Resources Research Division, Water Resources & Environment Research Department, Korea Institute of Construction Technology) ;
  • Lee, Jeong Eun (Water Resources Research Division, Water Resources & Environment Research Department, Korea Institute of Construction Technology)
  • 김남원 (한국건설기술연구원 수자원연구실) ;
  • 이정우 (한국건설기술연구원 수자원연구실) ;
  • 이정은 (한국건설기술연구원 수자원연구실)
  • Received : 2013.09.26
  • Accepted : 2013.10.29
  • Published : 2013.12.31
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Abstract

The objectives of this study are to construct the natural streamflow in the Bokhacheon middle-upper watershed using the SWAT-K model and to assess the impacts of groundwater withdrawals, water intake, treated sewage water release on streamflow. The simulated natural streamflow from 2006 to 2013 showed the minimum discharge of $1.7m^3/s$, the annual average discharge of $26.2m^3/s$, the drought flow of $2.0m^3/s$ at the outlet of the study area. The simulated results indicated that the groundwater pumping has induced the decrease of 34% in drought flow against the natural condition and the net water release has caused the increase of 15%, while the combined effects of the groundwater pumping and the net water release have induced the decrease of 19%. It was found out from the simulated natural streamflow data that the specific discharges of the abundant flow, normal flow, low flow, drought flow in the upper-middle channels of the Bokha-cheon watershed have a tendency to increase as the drainage area increases, but the specific discharges showed almost constant values at any downstream point with drainage area more than about 180 $km^2$.

본 연구에서는 복하천 중상류 유역에 대해 준분포형 유역수문모형 SWAT-K를 적용하여 자연유량을 산정하고, 하천유량 변화를 야기하는 지하수 양수량, 하천수 취수량, 하수처리수 방류량 등의 인위적인 요인으로 인한 영향을 평가하였다. 2006년부터 2013년까지의 자연상태의 하천유량을 모의한 결과 최저유량은 $1.7m^3/s$, 평균유량은 $26.2m^3/s$, 갈수량은 약 $2.0m^3/s$로 산정되었다. 지하수 이용, 하천수 취수, 하수처리수 방류 등 각각의 인위적 요인에 의한 하천유황의 상대적 변화를 분석한 결과, 갈수량은 지하수 양수로 인해 자연상태에 비해 약 34% 감소, 하수처리수 방류와 하천수 취수의 복합 영향으로 인해 약 15% 증가, 지하수 양수, 하수처리수 방류와 하천수 취수의 복합 영향으로 약 19% 만큼 감소하는 것으로 분석되었다. 복하천 본류를 따라 모의된 자연유량 자료를 이용하여 비유량의 거동 특성을 분석한 결과, 중상류 유역에서는 지배면적이 증가할수록 비풍수량, 비평수량, 비저수량, 비갈수량 등의 값이 증가하는 경향을 나타내었으며, 하류부로 내려오면서 지배면적이 약 180 $km^2$ 이상에서부터는 면적과 상관없이 거의 일정한 비유량 값을 나타내는 것으로 분석되었다.

Keywords

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