城山大坝安全鉴定报告书.pdf

学习文档仅供参考附件：大坝安全鉴定报告书水库名称：城山水库鉴定审定部门：鉴定时间：2007 年4 月 25 日学习文档仅供参考填 表 说 明一、工程概况：应填明水库建设时间、规模及功能，续建、加固情况，现状工程规模、防洪标准及特征水位，枢纽主要建筑物组成及其特征参数，运行中的主要问题及水库大坝对下游的影响等情况。二、现场安全检查：填明现场安全检查的主要结果，指出严重的运行异常表现，反映工程存在的主要安全问题。三、工程质量评价：填明施工质量是否到达设计要求，总体施工质量的评价，运行中暴露出的质量问题。反映施工及历年探查试验的质量结果，反映补充探查和试验的主要结果。四、运行管理评价：反映主要运行及管理情况，历史最高蓄水时的大坝运行情况，历年出现的主要工程问题及处理情况，水情及工程监测、交通通讯等管理条件。五、防洪标准复核：应填明本次鉴定中采用的水文资料系列和洪水复核方法，主要调洪计算原则及坝顶超高复核结果，指出水库大坝现状实际抗御洪水能力，及与标准的比较。六、结构安全评价：根据本次本次对大坝等主要建筑物的结构安全评价结果，填明大坝是否存在危及安全的变形，大坝抗滑是否满足标准要求，近坝库岸是否稳定，混凝土建筑物及其他泄水、输水建筑物的强度安全是否满足标准要求等。七、渗流安全评价：根据本次鉴定中对大坝进行渗流稳定性分析评价结果，填明大坝运行中有无渗流异常，各种岩土材料中的渗透稳定是否满足安全运行要求，坝基扬压力是否满足设计要求等。八、抗震安全复核：根据全国地震动参数区划图或专门研究确定的基本地震参数及设计烈度，土石坝的抗滑稳定、坝体及地基的液化可能性；重力坝的应力、强度及整体抗滑稳定性；拱坝的应力、强度及拱座的抗滑稳定性；以及其它输、泄水建筑物及压力水管等的抗震安全复核结果。九、金属结构安全评价：是否做了检测，填明金属结构锈蚀程度，复核的强度、刚度及稳定性是否满足标准要求，闸门启闭能力是否满足要求，紧急情况下能否保证闸门开启。十、工程存在的主要问题：根据现场安全检查及大坝安全评价结果，归纳水库大坝存在的主要安全问题。十一、安全鉴定结论：应根据现场安全检查和大坝安全分析评价结果，结合专家判断作出安全鉴定结论。包括防洪标准、结构安全、渗流安全、抗震安全、金属结构安全是否满足标准要求，指出水库大坝存在的主要安全问题，结论要明确。十一、大坝安全类别评定：根据大坝安全鉴定结论，对照本方法的大坝安全分类原则及 水库大坝安全评价导则中的大坝安全分类标准，评定大坝安全类别。文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7学习文档仅供参考水库名称城山所在地点巴河镇城山村所在河流望天湖水系总库容万立方米水库管理单位巴河镇城山村鉴定组织单位巴河镇政府鉴定承担单位巴河镇政府鉴定审定部门县水利局工程概况：此水库位于巴河镇城山村，库区内承雨面积8 平方公里，于 1958 年 12 月开工，1977 年 4 月竣工投入运行，总库容 93.1 万立方米，是一座以灌溉为主，兼有防洪、养殖、生态等综合效益的小二型水库。165 米，坝顶宽5 米，最大坝高米，坝顶高程米，大坝上游坡比1：3.大坝下游坡比1：2.下游过坝渠为直径50,溢洪道为开敞式宽顶堰，宽10 米，堰顶高程米.设计泄流量立方米每秒，。输水管进口高程1 米，钢筋砼管,管长 45米,管胫为.0.55*M,厚度 MM,设计流量为0.81立方米每秒,进口建筑物斜卧管，工程建成至今发挥了较大的经济效益，可灌溉面积1200 亩，下游影响耕地5600 亩人口 5000 人文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7学习文档仅供参考大坝现场安全检查1、大坝坝坡2、溢洪道不完整，排水沟污塞严重,反滤坝没护砌3、输水建筑破损4。无完善的管理机制和机构，道路，通讯不畅通。大坝安全分析评价工程质量评价2 溢洪道不完整，排水沟污塞严重,反滤坝没护砌3 输水建筑破损运行管理评价无完善的管理机制和机构，道路，通讯不畅通。防洪标准复核根据水利水电工程等级划分及洪水标准SJ2522000，本次洪水复核按年一遇设计，结构安全评价2 溢洪道不完整，排水沟污塞严重,反滤坝没护砌3 输水建筑破损文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7学习文档仅供参考大坝安全分析评价渗流安全评价大坝，输水建筑物未发现渗漏现象，抗震安全复核金属结构安全评价。正常工程存在的主要问题：溢洪道无泄洪能力,2 水土流失严重3 输水管破损渗水4 道路，通讯不畅通文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7学习文档仅供参考大坝安全类别评定：二类坝对运行管理或除险加固的意见和建议：一，加强领导监督检查，固定专人管理，能及时处理险情二健全管理制度,设施齐全三，输水管改建,溢洪道扩建,保证泄洪安全四,整治水土流失安全鉴定结论：1、运行管理:水库无专门的管理机构，运行情况一般，维修和管理设施较差。综合评论为差2、防洪安全复核:经复核，坝顶高程为米，大坝现有坝顶高程为米，大坝实际防洪能力约年一遇，能满足防洪标准。综合评论为：3、结构安全复核:根据大坝现状和稳定计算，基本能正常运用。综合评论为一般1、抗震复核:根据中国地震动参数区划图GB18306-2001 ，丰收水库区域地震峰值为g,地震动反应谱特征周期为s,相应地震裂度为度，按标准规定小于度，可不进行抗震安全复核。2、金属结构:本水库枢纽纽工程金属结构包括活塞闸门、启闭机、工字钢和定位滑轮，活塞闸门的强度、刚度、稳定性和启闭力能满足要求，但工字钢严重弯曲变形和锈蚀影响正常运行，故综合评定为：C综上所述，根据水利部颁发水库大坝安全鉴定方法、水库大坝安全评价导则SI2582000，鉴定丰收水库大坝为二类坝专家组组长签名：文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7学习文档仅供参考水库大坝安全鉴定专家组成员表专家组职务工作单位职称职务从事专业签名文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7学习文档仅供参考鉴定组织单位意见：负责人签名：单位印章：年月日鉴定审定部门意见：负责人签名：单位印章：年月日文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码:CM8Y5O1X3A2 HW10O7H9H2D10 ZA7C3U2B2G7文档编码