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、进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,根据《混凝土重力坝设计法律规范》,分别对挡水坝段、溢流坝段以及深孔坝段进行设计。挡水坝段采纳工作可靠、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 曲线型有用堰;深孔坝段采纳无压泄水孔。大坝高 115。5m, 该坝的修建对促进当地的经济进展具有重要的意义。Abstract : luwan Hydro—junction is based on comprehensive utilization,such us flood control,irrigation,industrial water ,power generation , tourism development and so on。 It has designed thewater retaining dam section,the overflowing dam section and the deep hole dam sectionin 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 makesstability calculation and stress analyze in severalload combination conditions. The overflowing dam section adoptsWES practical curved weir。The deep hole section adopts thenon—pressureweep 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 dam overflow sectionproject layoutscheme option ground-handling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。计算的主要部分为非溢流挡水坝段和溢流坝段的稳定及应力分析.其中很多内容采纳了各种图表,力求做到设计...