某某水电站建设项目可行研究报告

某某水电站建设项目可行研究报告

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1、目录第一章综合说明············································1第一节概况··············································1第二节工程建设的必要性·································1第三节水文气象·········································3第四节设计洪水··········································3第五节工程地质····································

2、······3第六节工程任务和规模···································7第七节工程布置和主要建筑物·····························9第八节水力机械·········································15第九节工程管理·········································17第十节施工组织设计·····································17第一节水库淹没处理···································19第二节

3、环境影响评价···································19第三节工程数量和投资估算·····························20第四节经济评价······································20附表**县**水利水电枢纽工程特性表·················21第二章基本情况···········································25第一节自然地概况·······································25第二节社会经济概况·············

4、························25第三节资源概况·········································26第三章水文················································29第一节流域概况········································29第二节气象·············································30第一节设计洪水·········································31第二节泥沙······

5、·······································39第三节水面蒸发及渗漏·································40第二章工程地质···········································42第一节前言············································42第二节区域地质概况·····································42第三节水库区工程地质条件及评价························43第四节坝址区工程地质条件及评价

6、························45第五节引水渠线的工程地质条件及评价·····················47第六节引水隧洞的工程地质条件及评价·····················47第七节电站站址及建筑物的工程地质条件及评价·············47第八节天然建筑材料·····································48第九节结论及建议·······································48第一章工程任务及规模·····································50第一节工程

7、任务········································50第二节基本资料········································54第三节水库死库容和死水位的确定·························55第四节兴利调节计算·····································56第五节电站设计水头确定方法····························61第六节防洪计算·········

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