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-1-…………………….……………….…………………山东农业大学毕业设计题目拦河枢纽橡胶坝初步设计（方案一）院部水利土木工程学院专业班级届次学生姓名学号指导教师二O一二年六月十八日装订线……………….…….………….………….………-2-目录1综合说明............................................................................................-3-2工程规划...........................................................................................-4-2.1基本资料......................................................................................................-4-2.2坝址选择......................................................................................................-6-2.3工程等级及枢纽布置..................................................................................-8-3坝袋设计..........................................................................................................................-12-3.1坝袋结构型式设计....................................................................................-12-3.2.坝袋设计计算............................................................................................-13-3.3.坝袋胶布结构设计....................................................................................-20-4坝基土建工程设计....................................................................................................-24-4.1底板的设计................................................................................................-24-4.2底板应力和稳定计算................................................................................-27-4.3防渗排水设计............................................................................................-37-4.4消能防冲设计............................................................................................-44-4.5岸墙、边墩和翼墙设计............................................................................-54-5橡胶坝锚固系统结构设计.................................................................................-62-5.1锚固线的布置............................................................................................-62-5.2.锚固构件计算............................................................................................-63-6橡胶坝的控制系统设计...........................................................................................-67-6.1充排方式....................................................................................................-67-6.2动力设备选型设计....................................................................................-67-6.3管路布置设计............................................................................................-68-6.4控制室的设计...........................................................................................-70-参考文献.............................................................................................-71-致谢词.................................................................................................-72--3-Eyerecorded1comprehensiveinstructions………………………………………-3-2engineeringplanning………………………………………………-4-2.1basicmaterial………………………………………………-4-2.2Damsitechoice…………………………………………………-6-2.3projectlevelandthegenerallayout………………………-8-3dambagdesign…………………………………………………-12-3.1Dambagstructuretypesofdesign……………………-12-3.2Dambagdesigncalculations………………………………-13-3.3Dambagtapestructuredesign……………………………-20-4.Civilengineeringdesignofthedamfoundation…………-24-4.1thefloordesign………………………………………………-24-4.2bottomstressandstabilityofcalculation……………-27-4.3theseepagecontroldrainagedesign………………………-37-4.4backcanpreventbluntdesign……………………………-44-4.5shorewall,sidepierandwingwalldesign…………………-54-5rubberdamanchorsystemstructuredesign………………………-62-5.1Thelayoutoftheanchorline……………………………-62--4-5.2Anchorcomponentcalculations…………………………-63-6therubberdamcontrolsystemdesign……………………………-67-6.1fillingdrainagemode………………………………………-67-6.2thepowerequipmenttypedesign…………………………-67-6.3pipelinelayoutdesign………………………………………-68-6.4controlroomofdesign……………………………………-70-Reference……………………………………………………………-71-Thanksword………………………………………………………-72--1-拦河枢纽橡胶坝初步设计（方案一）作者：水电班指导教师：教授设计内容简介：近年来，由于橡胶坝具有许多坝型所没有的优点，在国内外取得了飞速的发展，该坝型具有良好的应用和发展前景。橡胶坝是一座中型的橡胶坝，有灌溉、防洪、旅游、生态等效益。橡胶坝采用多跨、堵头、充水型橡胶坝。坝长480米，内外压比为1.25，安全系数为6.0。关键词：橡胶坝；坝袋设计；坝基土建工程；锚固型式；充排水系统-2-Bigrivermouthyavinyavin2blockrubberdamtheriverhubpreliminarydesign(planone)Author:HanFengyuanclassonegrade2008ofWaterconservancyandhydropowerprofessionalTeacher:YanHongLiangprofessorBriefintroductionofdesign:Inrecentyears,duetotherubberdamhasmanyoftheadvantagesofthedamwithout,bothathomeandabroadandmadearapiddevelopment,thedamtypehasgoodapplicationanddevelopmentprospect.Mouth2yavinrubberdamisamedium-sizedrubberdam,irrigation,floodcontrol,tourism,ecologicalbenefit,etc.Burmamouth2byrubberdamacross,versatileblock,waterfillingtyperubberdam.Thedamis480metreslong,insideandoutsidepressureratio1.25,safetycoefficientis6.0.Keywords:rubberdam;Dambagdesign;Ofthedamfoundationincivilengineering;Anchortype;Fillingdrainagesystem.-3-1综合说明2号坝拦蓄枢纽工程位于大汶河干流处，京福高速西侧1.1公里处，总蓄水量700万m3，形成面积2900亩的水面。该工程的兴建，对加快大汶河拦蓄工程建设步伐，使大汶河成为泰安市的水上观光带、绿色生态带、文化传承带、快速发展带，具有重要的意义。工程建成后，可形成“一眼观六桥”的泰安“南大门”水景观，能有效抬升沿河两岸“汶阳田”地下水位；可在不修复砖舍坝的情况下，解决肥城南部四个乡镇几十万亩农田灌溉；为宁阳经济开发区提供生态环境支撑和水资源保障；同时结合大汶河文化遗址保护项目建设，带动当地旅游文化产业的发展。