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河北工程大学毕业设计摘要本设计来源于实际工程——松涛水利枢纽，松涛水利枢纽位于柳河干流上的松涛峡，系一级建筑物，由河床混凝土重力坝、溢洪道，右岸土坝和坝后厂房等部分组成。枢纽主要任务是发电，共装三台机组，每台机组15万吨，发电的最低水位为500m，相应库容为19.5亿m3。本设计的主要任务是根据工程基本设计资料和其他要求，对松涛水利枢纽施工导流综合方案进行施工组织设计。设计内容是：根据基本资料设计施工导流方案，选择合理的导流方式；隧洞设计，堵头设计，爆破设计，出渣运输设计。本设计的原则和目的是：通过此次毕业设计，使所学过的知识得到巩固、加强、扩大和系统化，同时加强和提高运用理论知识解决实际工程问题的独立工作能力，并初步掌握进行水利枢纽和水工建筑物的设计思想、设计程序、设计原则、步骤和方法，培养学生使用有关设计规范、手册、参考文献以及分析计算、绘图和编写设计说明书等基本技能，并有助于培养和建立正确的设计思想，实事求是，刻苦专研，通过自己的努力从中受益，为尽快适应将来的工作和学习打下坚实的基础。关键词：施工导流；隧洞；爆破河北工程大学毕业设计2TheInstructionofTheDesignThedesignoriginallystemsfromtheactualproject--theSongTaoHydroProjectwhichislocatedintheSongTaoGorgeoftheLiuHeRiver.TheprojectisaHydraulicStructures,whichisconsistoftheriverbedconcretegravitydam,thespillway,theearthdamontherightbankandthedamplantbehindthedam,etc.Themaintaskofthisdesignisaccordingtothebasicengineeringdesigndataandotherrequirements,tothesongtaowaterconservancyconstructiondiversionschemesforthecomprehensiveconstructionorganizationdesign.Designcontentis:accordingtothebasicdataofconstructiondiversionschemedesign,choosingreasonablediversion;Tunneldesign,plugdesign,blastingdesign,slagtransportdesign.Theprincipleandthepurposeofthisdesignis:throughthisgraduationdesign,makethelearnedknowledgeconsolidated,strengthenandexpandandsystematically,atthesametimetostrengthenandimprovethetheoreticalknowledgetosolvepracticalengineeringproblemsoftheabilitytoworkindependently,andpreliminarygraspofwaterconservancyhubandhydraulicstructuredesignidea,designprocedure,designprinciples,stepsandmethodsoftrainingstudents'useofrelevantdesignspecifications,manuals,andreferencedocumentsaswellastheanalysisandcalculation,drawingandwritingthedesignspecification,suchasbasicskills.Keywords:constructiondiversion;Tunnel;blastin河北工程大学毕业设计目录1基本资料....................................................................................................11.1流域概况...............................................................................................................................................11.2施工场地及运输条件...........................................................................................................................11.3气候特征...............................................................................................................................................21.4水文条件...............................................................................................................................................41.5工程地质条件.......................................................................................................................................61.6当地建筑材料.......................................................................................................................................71.7坝体混凝土主要特征...........................................................................................................................71.8其他资料...............................................................................................................................................82施工导流设计............................................................................................92.1施工导流方式与适用条件...................................................................................................................92．2导流方案确定...................................................................................................................................113隧洞设计..................................................................................................143.1导流隧洞的布置.................................................................................................................................143.2隧洞的断面形式与尺寸.....................................................................................................................153.3隧洞的进口高程及坡降.....................................................................................................................173.4隧洞进口的设计.................................................................................................................................173.5隧洞出口的设计.................................................................................................................................183.6隧洞的水力计算.................................................................................................................................193.7隧洞流态的判断.................................................................................................................................193.8隧洞堵头的设计.................................................................................................................................214隧洞的施工设计......................................................................................254.1隧洞开挖方式的比较及选取.............................................................................................................254.2隧洞的开挖程序.................................................................................................................................264.3隧洞开挖方法的确定...............................