学术
马槽河水电站拱坝体形优化设计
王国香[1] 李怀斌[1] 杨波[2]
[1]贵州中水建设项目管理有限公司,贵州贵阳550002 [2]中国水利水电科学研究院结构材料研究所,北京100038
摘 要:
应用中国水利水电科学研究院结构材料研究所编制的ADASO拱坝体形优化程序对马槽河水电站拱坝体形进行了优化设计，通过对抛物线形与统一二次曲线形的分析比较，认为统一二次曲线能很好地适应地形、地质条件，自动选择合适的线形，使坝体应力接近约束条件，从而使坝体工程量达到最小；同时减小了拱端合力角，使坝肩抗滑稳定安全性得到进一步提高。[著者文摘]
文章出处:
《贵州水力发电》-2007年21卷4期 -38-41页
栏目信息:
分 类 号:
文献标识码:
B
文章编号:
1007-0133（2007）04-0038-04
相关文章:
Form Optimum Design for Arch Dam of Machaohe Hydropower Station
WANG Guo-xiang, LI Huai-bin , YANG Bo （1. Guizhou Zhongshui Construction Project Management Ltd. , Guiyang, Guizhou, 550002, China; 2. Department of Structure ＆ Materials, China Institute of Water Resources ＆ Hydropower Research, Beijing, 10038, China）
Abstract:
Form optimum design for the arch dam of Machaohe Hydropower Station was carried out using arch dam form optimum program ADASO made by Department of Structure ＆ Materials, China Institute of Water Resources ＆ Hydropower Research. Comparing and analyzing parabola form and unified quadratic curve, unified quadratic curve was chosen, because it could well fit topographic and geological condition, make the volume of the dam minimum and improve its stability.[著者文摘]
Key words:
hydraulic structure; arch dam form optimum; unified quadratic curve; Machaohe Hydropower Station
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