海洋工程
海洋工程
해양공정
OCEAN ENGINEERING
2010年
1期
99-103
,共5页
宋志尧%卜春春%徐福敏%孔俊
宋誌堯%蔔春春%徐福敏%孔俊
송지요%복춘춘%서복민%공준
潮波方程%数值格式%数值耗散%摩阻耗散%Courant数
潮波方程%數值格式%數值耗散%摩阻耗散%Courant數
조파방정%수치격식%수치모산%마조모산%Courant수
tidal wave equation%numerical schemes%numerical dissipation%frictional dissipation%Courant number
基于一维阻尼潮波传播方程解析解,从求解数值格式及Heuristic稳定性分析方面,讨论了数值解的精度、计算耗时和摩阻系数选取等问题.研究结果表明:1)Courant数小于1时,潮波方程显格式解的精度略高于隐格式解,计算耗时少于隐格式解;2)为减少计算耗时,潮波方程的隐格式解允许较大的时间步长,但解的精度有所降低,须通过减小底床摩阻系数以保证计算精度;3)隐格式解摩阻系数的选取与Courant数有关,Courant数越大,摩阻系数的选取值比实际值越小,通过理论分析结合数值试验得到了相应的关系式.这些研究结论对实际海域的潮波传播的数值模拟具有重要的应用价值.
基于一維阻尼潮波傳播方程解析解,從求解數值格式及Heuristic穩定性分析方麵,討論瞭數值解的精度、計算耗時和摩阻繫數選取等問題.研究結果錶明:1)Courant數小于1時,潮波方程顯格式解的精度略高于隱格式解,計算耗時少于隱格式解;2)為減少計算耗時,潮波方程的隱格式解允許較大的時間步長,但解的精度有所降低,鬚通過減小底床摩阻繫數以保證計算精度;3)隱格式解摩阻繫數的選取與Courant數有關,Courant數越大,摩阻繫數的選取值比實際值越小,通過理論分析結閤數值試驗得到瞭相應的關繫式.這些研究結論對實際海域的潮波傳播的數值模擬具有重要的應用價值.
기우일유조니조파전파방정해석해,종구해수치격식급Heuristic은정성분석방면,토론료수치해적정도、계산모시화마조계수선취등문제.연구결과표명:1)Courant수소우1시,조파방정현격식해적정도략고우은격식해,계산모시소우은격식해;2)위감소계산모시,조파방정적은격식해윤허교대적시간보장,단해적정도유소강저,수통과감소저상마조계수이보증계산정도;3)은격식해마조계수적선취여Courant수유관,Courant수월대,마조계수적선취치비실제치월소,통과이론분석결합수치시험득도료상응적관계식.저사연구결론대실제해역적조파전파적수치모의구유중요적응용개치.
Based on the analytical solution of one-dimensional propagating equation of dam ping tidal wave, the precision of numerical solution, computational time and determining of friction factor are discussed considering the numerical schemes of equation and the Heuristic stability analysis in this paper. The results show that (1) when Courant number is less than 1, the explicit solution of tidal wave equation has higher precision and requires less computational time than the implic it solution;(2) large time step is allowed in implicit scheme in order to reduce the computational time, but the precision of solution also reduces and the calculation precision should be guaranteed by reducing bottom friction factor;(3) determining of friction factor in implicit solution is related to Courant number, and the determined friction factor is smaller than the natural value when Courant number is larger,and their relationship formula is given from the theoretical analysis and the numerical experiments. These results have important application value for the numerical simulation of the tidal wave propagating process in the natural seawaters.