A Study of River-Bed Variation from Goan to Indogyo due to Flood in Han River

홍수시 한강 하류부의 하상변동에 관한 연구

The river-bed variation and the sediment transport in an alluvial stream are very complicated physical phenomena, especially in a stream where the dam construction prevents the supply of earth and sand from upper tributaries Therefore, the mathematical modeling is needed to establish. The purpose of this study is to apply river-bed variation to the Han River downstream by the conception of gradually varied unsteady flow instead of that of steady flow in order to decrease errors. For the variation and forecast of river-bed, the numerical analysis has been made in this study by way of discharge variation and river-bed variation. In conclusion, the numerical analysis shows that river-bed variation, sediment transport , and their forecast have similarity to natural phenomena and that river-bed variation is greatly affected in sediment transport by discharge variation and retention time(duration). Therefore, the errors of numerical analysis can be reduced by the application of flood data instead of continuous discharge data.

댐 건설로 인하여 상류로 부터 토사공급이 중단 상태인 하천에 있어서의 하상변동이나 유사 이송 현상은 상당히 복잡한 물리적 현상이기 때문에 이에 관련된 수치모형의 설정이 필요하다. 본 연구에서는 하상변동에 대한 수치해석방법으로 정류개념보다는 점변부정류 개념을 적용하였으며, 홍수기록과 하상변동에 관한 자료가 비교적 풍부한 한강하류부에 이 수치모형을 적용하여 유량변화(홍수기록, 특정계획유량) 및 하상고 변동(기존, 계획)을 모의 하였다.