This study, examines the flow characteristics of upstream channel depending on water gate operation of Nakdan Multi-fuctional weir. The specific purpose of this study are to simulate the variation of flow velocity depending on the operation of the weir using 1-dimensional hydraulic model, HEC-RAS, and compare it with observed velocity. For discharge conditions from 50 ㎥/s to 3,500 ㎥/s, it is observed that the velocity of upstream channel is almost constant, whereas for probability flood discharge, the velocity and froude number are increased as the discharge values are increased. The velocity values for downstream boundary condition EL, 40.0 m are more decreased than those for EL. 40.5m. From comparison on the variation of water stage depending on water gate operation, it is observed that the stage values are almost constant for discharges below 300 ㎥/s, whereas 5 cm to 20 cm for discharges over 700 ㎥/s. Flow velocity at streamflow gauging station. Nakdong, is decreased by more than 875% after installing the weir. The results obtained from this study indicate that the velocity of upstream channel is decreased and the discharge and velocity of downstream channel are significantly varied after installing the weir.

국내 4대강에 설치된 다기능보는 하천을 횡단하는 수공구조물로써 고정보와 가동보로 구분되어 설치되었으며, 각 다기능 보의 수문운영 방식에 따라 유량이 변화하여 하상변동 및 유사이동 형태의 변화 가능성이 있다. 본 연구에서는 다기능보의 수문운영에 따른 장기 하상변동을 금강유역을 중심으로 연구하였다. 연구결과, 금강에서는 다기능보의 설치 및 수문운영 시나리오에 따라서 최심하상고의 변화가 연평균하상고의 변화에 비해서 상대적으로 큰 것으로 나타났다. 최심하상고의 하상저하는 최대 2.79 m, 하상상승은 최대 1.90 m까지 발생하는 것으로 나타났으며, 연평균하상고의 하상저하는 최대 2.16 m, 하상상승은 최대 1.24 m까지 발생하는 것으로 나타났다. 또한 하상변동에 따른 홍수위 분석 결과, 다기능보 설치 후에 홍수위가 대부분 상승하는 것으로 나타났으며, 최대 2.23 m까지 상승하는 것으로 나타났다. 이러한 결과로 인해서 제방의 여유고를 상회하는 홍수위가 발생할 가능성이 있기 때문에, 하천의 유사관리 및 하천계획수립을 함에 있어서 다기능보의 수문운영을 고려해야 한다고 판단된다. 또한 본 연구결과는 향후 하천계획을 수립함에 있어서 종단적 하도관리 및 안정하상 채택 등을 위해서 기초자료로 활용될 수 있을 것으로 본다.

To evaluate the change for water quality after the water gate operation in Shiwha lake, in situ survey were conducted on september in 2000 and January, march, jane in 2001. Chemical characteristics and eutrophication level was estimated from the survey data. The water quality of the Shihwa lake was greatly affected by pollutant load from rainfall, and formation of stratification in summer and winter was increased to effect on nutrient release from sediment. Especially, high concentration of chlorophyll-a was occurred in autumn, due to increased nutrient, high water temperature and low salinity after rainfall runoff. The mean concentration of DIN, DIP were 0.346mg/L, 0.0217mg/L in surface water and 0.826mg/L, 0.0415mg/L in bottom water, respectively, which were over Ⅲ grade of seawater standard. Also high percentage of ammonia nitrogen to DIN in bottom water for autumn and winter was affected by released nutrient from sediment. Correlation analysis of chlorophyll-a versus TSS was shown that organic matter was affected by autochthonous organic matter stem from the algae, these factor showed reverse correlation about salinity. Closely correlations among to the water quality constituent in continuity survey was appeared. The results of eutrophication index estimation showed the high potentiality of red tide occurrence in Shiwha lake, particularity in summer or fall. Overall water quality was greatly improve to compared with measuring data during 1997～1998 at the beginning water gate operation, which reported by KORDI. Therefore, to improve of water quality in Shiwha lake, we need to establish of management plan about nutrient release from sediment, rainfall runoff, maximum of seawater exchange.