面混凝土面板堆石坝设计.doc

摘要本文为面混凝土面板堆石坝设计说明书，根据所给基本资料及面板堆石坝的特点进行调洪演算，本设计中一共选取了四种方案，经过调洪演算并结合下游防洪要求及经济因素等的考虑，最终选择方案四，即选择堰宽为75m的方案。本设计主要进行了调洪演算、坝体分区设计、溢洪道设计、溢洪道水面线计算、坝体渗流分析及坝体稳定计算等几个方面。本设计中河岸溢洪道布置在河流右岸，为正槽溢洪道。大坝高71.3m，上游坝坡坡度为1.4，下游坡度为1.3坝轴线长度为449.4m，布置在河流转弯处。经坝体稳定分析和渗流计算，本方案满足要求。关键词：混凝土面板堆石坝调洪演算坝体设计渗流计算稳定验算河岸溢洪道ABSTRACTThispaperforthesurfaceofconcretefacerockfilldamdesignspecifications,accordingtothebasicinformationandgiventhecharacteristicsofconcretefacerockfilldamforfloodregulatingcalculation,thetotalselectioninthedesignofthefourkindsofsolutions,throughthecombinedwiththedownstreamfloodcontrolrequirementsforfloodregulatingcalculation,andeconomicfactors,finallyfouroptions,whichchoosestheplanofdamis75mwide.Thisdesignmainlyforfloodregulatingcalculation,design,designofspillway,thesurfacespillwaydampartitionline,damseepageanalysisanddambodystabilitycalculation.ThedesignandarrangementofthespillwayintheBanksoftheriverontherightbankoftheriver,spillwaywasrightinthegroove.71.3mhighdam,theupstreamdamslopedegreeis1.4,thedownstreamslope1.3damaxislengthof449.4m,decorateinthebend.Thisschemebythedamseepagecalculation,stabilityanalysisandmeettherequirements.Keywords:concretefacerockfilldam,floodrouting,designofdambody,seepagecalculation,Stabilitycalculation,Thebankspillway目录TOC\o"1-2"\h\uHYPERLINK\l_Toc12140摘要PAGEREF_Toc12140IHYPERLINK\l_Toc31239ABSTRACTPAGEREF_Toc31239IIHYPERLINK\l_Toc29683第1章工程基本资料PAGEREF_Toc296831HYPERLINK\l_Toc296031.1流域概况及枢纽任务PAGEREF_Toc296031HYPERLINK\l_Toc317871.2设计要求PAGEREF_Toc317872HYPERLINK\l_Toc71681.3枢纽设计基本资料PAGEREF_Toc71682HYPERLINK\l_Toc24488第2章调洪计算PAGEREF_Toc244889HYPERLINK\l_Toc319742.1调洪演算PAGEREF_Toc319749HYPERLINK\l_Toc142042.2方案选取PAGEREF_Toc1420415HYPERLINK\l_Toc12287第3章坝址选择及枢纽布置PAGEREF_Toc1228717HYPERLINK\l_Toc286923.1坝址及坝型选择PAGEREF_Toc2869217HYPERLINK\l_Toc29853.2枢纽总体布置PAGEREF_Toc298518HYPERLINK\l_Toc233873.3土石坝坝型选择PAGEREF_Toc2338718HYPERLINK\l_Toc89933.4大坝轮廓拟定PAGEREF_Toc899319HYPERLIN