| 特高拱坝一级变形预报控制值 建立的方法研究 |
| |
| 引用本文： | 陈锋,谷艳昌. 特高拱坝一级变形预报控制值 建立的方法研究[J]. 水利水电技术, 2011, 42(6): 22 |
| |
| 作者姓名： | 陈锋 谷艳昌 |
| |
| 作者单位： | (1.福建省莆田市东圳水库管理局，福建莆田351137 3.水利部大坝安全管理中心，;2.南京水利科学研究院，江苏南京210029江苏南京210029) |
| |
| 基金项目： | 江苏省自然科学基金项目，"十一五"国家科技支撑计划课题 |
| |
| 摘 要： | 特高拱坝与一般高拱坝相比，其结构性态更加复杂，因此，其变形安全预报控制值必须进行专门的研究。文中探讨了特高拱坝的定义与特点，分析了特高拱坝的变形特性，提出了特高拱坝一级变形预报控制值建立的准则与方法。工程案例表明，该方法切实可行。
|
| 关 键 词： | 特高拱坝 一级变形 预报控制值 大坝安全监测 |
Study on method of establishing primary deformation prediction control value for super-high arch dam |
| |
| CHEN Feng,GU Yanchang. Study on method of establishing primary deformation prediction control value for super-high arch dam[J]. Water Resources and Hydropower Engineering, 2011, 42(6): 22 |
| |
| Authors: | CHEN Feng GU Yanchang |
| |
| Affiliation: | (1. Putian Dongzhen Reservoir Administrative Bureau of Fujian Pmvince, Putian 351137, Fujian, China; 2. Nanjing Hydraulic Research Institute, Nanjing 210029, Jiangsu, China; 3. Dam Safety Management Center of the Ministry of Water Resources, PRC, Nanjing 210029, Jiangsu, China) |
| |
| Abstract: | Compared with the conventional high arch dam,the structural behavior of super-high arch dam is more complicated,and then,special study must be made on its deformation safety prediction control value.The definition and characteristics of the super-high arch dam are discussed herein,furthermore,the deformation behavior of the dam is analyzed as well;from which the criteria and method of establishing the primary deformation prediction control value for the dam are put forward.The relevant actual engineering ca... |
| |
| Keywords: | super-high arch dam primary deformation prediction control value dam safety monitoring |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《水利水电技术》浏览原始摘要信息 |
|
点击此处可从《水利水电技术》下载全文 |
|
