CAJ | 학술논문

克孜尔水库由于初步设计中实测洪水资料系列较短,资料代表性不足,本次设计洪水复核在1984年补充初步设计的基础上,增加了1983～2006年的连续洪水系列.经复核,水库现状防洪能力达不到1000年一遇设计洪水标准,应采取工程措施使水库防洪能力达到设计要求.
극자이수고유우초보설계중실측홍수자료계렬교단,자료대표성불족,본차설계홍수복핵재1984년보충초보설계적기출상,증가료1983～2006년적련속홍수계렬.경복핵,수고현상방홍능력체불도1000년일우설계홍수표준,응채취공정조시사수고방홍능력체도설계요구.
Because of the lack of measured floods data series in preliminary design in 1984, analysis on flood control capacity of Kezier reservoir this time added the series of consecutive floods from 1983～2006. After review, it was found that the status of flood ontrol capacity of the reservoir was less than the design flood standard (1/1000). Engineering measures should be taken to im-prove flood control capacity. At the same time, the reservoir was located on sediment-laden river that its siltation was serious.With longer running time, flood control capacity of reservoir would be reduced. It was recommended that further study of reservoir siltation reduction measures should be carried out.