On Water Loads of Concrete Dams for Hydropower Generation

被引：0
|
作者：
Chai Junrui [1 ]
Wu Meihua [2 ]
机构：
[1] China Three Gorges Univ, Coll Civil & Hydroelect Engn, Yichang 443002, Hubei Province, Peoples R China
[2] Xian Univ Technol, Coll Hydroelect Engn, Xian 710048, Shaanxi, Peoples R China
来源：
2009 ASIA-PACIFIC POWER AND ENERGY ENGINEERING CONFERENCE (APPEEC), VOLS 1-7 | 2009年
基金：
中国国家自然科学基金;
关键词：
seepage theory; concrete dams; water loads; FRACTURE NETWORK MODEL; COUPLED SEEPAGE; STRESS-FIELDS; ROCK MASS;
D O I：
暂无
中图分类号：
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号：
0807 ; 0820 ;
摘要：
The water loads applied on concrete dams are the main loads in dam engineering design. According to the seepage theory, the action forms and the calculation formulas of water loads of concrete dams and foundations are proposed in many cases, which are analyzed and compared with the traditional calculation method of the hydrostatic pressure and the uplift pressure. An example is also given to show the comparison. It can be concluded that the traditional calculation method of water loads is just the one special case of the seepage theory.
引用
收藏
页码：140 / +
页数：2
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