兰州交通大学博文学院毕业设计（论文）卢湾重力坝设计摘 要：卢湾水利枢纽是以防洪为主，结合灌溉、工业用水、发电、发展旅游综 合利用的水利枢纽工程。本设计从卢湾实际情况出发，按照《混凝土重力坝设计 规范》，分别对挡水坝段、溢流坝段以及深孔坝段进行设计。挡水坝段采用工作 可靠、结构简单、施工导流容易的实体重力坝，并分多种荷载组合情况进行稳定 计算和应力分析；溢流坝段为 WES 曲线型实用堰；深孔坝段采用无压泄水孔。大 坝高 115. 5m,该坝的修建对促进当地的经济发展具有重要的意义。Abstract: Iuwan Hydro-junction is based on comprehensive utilization, such us flood control, irrigation, industrial water , power generation , tourism development and so on. It has designed the water retaining dam section, the overflowing dam section and the deep hole dam section in accordance with "the Norm of Concrete Gravity Dam Designing" and the actual conditions of Ningxi. The overflowing forbidden dam section is a solid gravity dam which works reliablly, has simple structure and can divert the flow easily in construction time. And it makes stability calculation and stress analyze in several load combination conditions. The overflowing dam section adopts WES practical curved weir. The deep hole section adopts the non~pressure weep hole. The Dam is 115.5 meters high, the construction of the dam to the promotion of local economic development is of great significance.关键词:重力坝溢流坝段枢纽布置方案选择地基处理Keywords：gravity damoverflow section project layout scheme optionground-handling2兰州交通大学博文学院毕业设计（论文）前言本次毕业设计是根据教学要求，对水利水电专业本科毕业生进行的最后一项 教学环节。本次毕业设计内容为百色水利枢纽工程，流域为我国某一大河的支流。 本枢纽主要任务为发电，兼做防洪之用。本工程建成投产后，具有可观的经济效 益。本次设计包括了一般水利枢纽所需进行的水工初步设计的全过程。设计的主要部分为坝型选择，枢纽布置以及细部构造。计算的主...
