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| 浸润线形状特性与渗流计算常见错误剖析 | |
| 引用本文： | 蔡晓鸿,贺新华,傅文忠,蔡勇斌,蔡勇平.浸润线形状特性与渗流计算常见错误剖析[J].江西水利科技,2008,34(2). |
| 作者姓名： | 蔡晓鸿 贺新华 傅文忠 蔡勇斌 蔡勇平 |
| 作者单位： | 1. 江西省吉安市水务局,江西吉安,343000 2. 江西省莲花县水务局,江西莲花,337100 3. 江西省泰和县水利水电勘察设计室,江西泰和,343700 4. 江西省吉安市水利水电规划设计院,江西吉安,343000 |
| 摘 要： | 分析了浸润线形状特性.通过工程实例,剖析了土石坝渗流计算常见错误,给出了渗流计算有限元法对渗流自由面、逸出点加快收敛的处理方法建议. |
| 关 键 词： | 土石坝 渗流 浸润线 逸出点 计算 |
Seepage line shape characteristic and analysis of the familiar mistake of seepage flow calculation |
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| CAI Xiao-hong,HE Xin-hua,FU Wen-zhong,CAI Yong-bing,CAI Yong-ping.Seepage line shape characteristic and analysis of the familiar mistake of seepage flow calculation[J].Jiangxi Hydraulic Science & Technology,2008,34(2). | |
| Authors: | CAI Xiao-hong HE Xin-hua FU Wen-zhong CAI Yong-bing CAI Yong-ping |
| Abstract: | The shape characteristic of seepage line is analyzed.The familiar mistake of seepage flow calculation of earth-rock dams is analyzed by the engineering examples.The suggest of rapidly converging the free side of seepage flow and exit point on the finite element method of seepage calculation is proposed in this paper. |
| Keywords: | Earth-rock dams Seepage flow Seepage line Exit point Calculation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |
