小湾水电工程施工阶段设计优化管理  

Summarization of Design Optimization during the Construction Stage of Xiaowan Hydropower Project

作　　者：易魁[1] 汤华勇[1] 

机构地区：[1]华能小湾水电工程建设管理局,云南南涧675702

出　　处：《水力发电》2009年第9期26-29,共4页Water Power

摘　　要：小湾电站大坝属300m级高拱坝。针对工程地质条件复杂、技术难度大、施工强度高等特点,建设单位采取多种设计优化措施,确保了电站设计安全可靠、经济合理,并实现提前一年发电的目标。介绍了小湾水电站工程施工阶段遇到的主要设计难题和采取的优化措施,并对实践中如何促进工程设计优化的问题进行了探讨,可供同类工程参考。The dam of the Xiaowan Hydropower Station belongs to the 300m-level high arch dam. In accordance with the characteristics of complex geological conditions, many technical difficulties and high construction intensity, the construction units adopted many design optimization measures to ensure the safety, reliability, economical rationality of the design of the Station and realize the goal of power generation ahead Of one year. This paper describes the main design problems and corresponding optimization measures during the construction stage of the Xiaowan Hydropower Station and discusses the problems of design optimization of project in practice, which could be used for reference for similar projects.

关 键 词：施工管理 设计优化 小湾水电站 

分 类 号：TV512[水利工程—水利水电工程]