CAJ | 학술논문

根据吉林双沟水电站混凝土面板堆石坝区的水文气象和工程地质资料，分析和确定坝体初期渗水流量及水住上升速度，依此制定坝体反向排水系统封堵时间、顺序和方法。
근거길림쌍구수전참혼응토면판퇴석패구적수문기상화공정지질자료，분석화학정패체초기삼수류량급수주상승속도，의차제정패체반향배수계통봉도시간、순서화방법。
Uniform flow depth calculation of circular cross-section need to completely solve the implied trigonometric functions,it can not be get the direct solution. In order to solve the problem of computational complexity of traditional algorithms and approximation algorithms exist, or accuracy is not high, the uniform flow depth equation is transformated by mathematic, with optimization fitting method, taking a standard residu-al difference as a minimum objective function; the approximate formula was obtained by fitting, which calcula-tion is relatively simple, the results the maximum relative error of the results less than 0.44%. it has some practical significance of promotion.