检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]河海大学水文水资源与水利工程科学国家重点实验室 [2]虚拟地理环境重点实验室(教育部)南京师范大学
出 处:《海洋通报》2010年第1期12-21,共10页Marine Science Bulletin
基 金:水文水资源与水利工程科学国家重点实验室开放基金(2007491211)
摘 要:将雷诺应力方程不同封闭方式归结为稳定函数的差异,并以此作为区分标准,总结了6种国内外采用过的稳定函数并以统一的形式列出,分析不同紊流模型稳定函数的分布和影响因素,并且通过实验资料进行了比较分析,发现(1)2000年后提出的3种稳定函数得到的临界理查德森数大于2000年前的3种,更符合实际情况,这与其在压强应变相关项和浮力相关项中增加了旋转效应和重分布效应有关;(2)尽管这3种模型考虑的因素更加全面,但在某些特定场合下,如边界层,与实验的吻合程度反不如前3种较早的稳定函数,反映了封闭模型本身存在的缺陷。最后,提出了二阶紊流封闭模型还待解决的问题。With advance of knowledge on turbulence and computer capability in recent years, two-order closure model has made new process. Different two-order closure models lead to different stability functions. Three earlier models (before 2000) and three later ones (after 2000) have been concluded in a unified form and then have been compared in the paper. After that some experimental data are compared with the model results. It is found that: (t) the later models (after 2000) obtain more realistic Richardson Number than the earlier models (before 2000) ; (2) in some particular tests, such as boundary layer, performance of earlier models is even superior to the later's, which reflects the faults of the later ones. Finally, problems to be solved are put forward.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.222