本文提出明渠變量流之修正線性解析解。 此解可適用不同形狀之規則斷面。本文以矩形 斷面為例,經與非線性動力波模式數值解比較 結果,二者甚為接近。 A modified linearized analytical solution is proposed here to simulate unsteady open channel flow in rectangular cross section. The proposed method is compared with a nonlinear dynamic model which is solved by numerical method. The results show that the modified linearized analytical solution is a good approximation.
Relation:
八十二年電子計算機於土木水利工程應用論文研討會論文集(二)=Proceedings of the Conference on Computer Applications in Civil and Hydraulic=Engineering (Volume 2)，頁673-678
