KSCE Journal of Civil and Environmental Engineering Research (대한토목학회논문집)

Korean Society of Civil Engeneers (대한토목학회)
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Development of the Hydraulic Performance Graph Model and its Application

수리거동곡선 모형의 개발 및 적용

  • Received : 2013.07.26
  • Accepted : 2014.07.16
  • Published : 2014.10.01
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Abstract

This paper presents a hydraulic performance graph model in which the flow carrying capacity of a channel system was determined by accounting the interacting backwater effect among channel reaches and incoming lateral flow. The method utilizes hydraulic performance graphs (HPGs), and the method is applied to a natural channel Nakdong River to examine its applicability. This research shows that estimation results using HPG are close to records from the stage station and the results from a widely-accepted model, HEC-RAS. Assuming that a water level gage site is ungaged, water level estimations by HPGs compared with observation show that with a flood event, the HPGs underestimate in the water level ascension phase, but in the recession phase they overestimate results. The accuracy of estimation with HPGs was greatly improved by considering the time difference of flooding between the observation and estimation locations.

본 연구에서는 하도의 수면곡선을 작성하고 통수능을 평가하기 위해서 하도구간 사이의 배수위 영향 및 유출을 고려할 수 있는 수리거동곡선 모형을 개발하고 이를 낙동강 하도구간에 적용하여 그 적용성을 검토하였다. 본 모형 적용 결과, 수리거동곡선에 의한 수위 모의 결과가 기존 수위관측소 자료와 비교하여 잘 부합하는 것을 알 수 있었으며 널리 이용되고 있는 범용 모형인 HEC-RAS의 모의 결과와도 유사하게 나타나는 것으로 드러났다. 대상구간 내 하나의 수위 관측소를 미계측 지점으로 가정하여 본 모형에 의한 수위예측치를 관측수위와 비교한 결과, 홍수기와 같이 시간에 따른 유량 변화가 크게 나타날 경우 상승기에는 과소 예측을 하고 하강기에는 과대 예측을 하는 것으로 나타났다. 개선책으로서 관측 지점과 예측 지점간의 홍수파 도달시간을 고려했을 경우, 수리거동곡선을 이용한 미계측 지점의 수위 예측 정확도가 크게 향상되는 것으로 나타났다.

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References

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