水电站工程建设项目预可行性研究报告

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1、水电站工程建设项目预可行性研究报告39水电站工程建设项目预可行性研究报告附图目录序号图名比例图号1黄河**水电站工程区域地质图1:200000DHJY-D-012黄河**水电站水库区工程地质平面图1:10000DHJY-D-023水库Ⅰ#滑坡Ⅰ－Ⅰ工程地质纵剖面图1:1000DHJY-D-034水库杏儿沟滑坡(群)Ⅰ－Ⅰ工程地质纵剖面图1:2000DHJY-D-045水库区下赵家浸没预测剖面图1:1000DHJY-D-056黄河**水电站上坝址工程地质平面图1:1000DHJY-D-067上坝址坝轴线工程地质剖面图1:1000DHJY-D

2、-078上坝址坝轴线水文地质渗透剖面图1:1000DHJY-D-089上坝址河床纵剖面图1:1000DHJY-D-0910上坝址泄洪闸工程地质剖面图1:1000DHJY-D-1011上坝址发电引水渠轴线工程地质平面图（1/2、2/2）1:2000DHJY-D-1112上坝址发电引水渠轴线工程地质剖面图1:1000DHJY-D-1213上坝址引水发电厂房轴线、后边墙工程地质剖面图1:1000DHJY-D-1314黄河**水电站下坝址工程地质平面图1:1000DHJY-D-1415下坝址坝轴线工程地质剖面图1:1000DHJY-D-1516下

3、坝址坝轴线水文地质渗透剖面图1:1000DHJY-D-1617下坝址厂房中心线工程地质剖面图1:1000DHJY-D-1718下坝址泄洪闸轴线工程地质剖面图1:1000DHJY-D-1819天然建筑材料产地分布图1:25000DHJY-D-1920干河滩砂砾料、坝壳料场综合地质勘察成果图1:2000DHJY-D-2021张家村土料场综合地质勘察成果图1:2000DHJY-D-21目录3.1前言···········································3.2区域地质概况······················

4、··············3.2.1地层岩性······································3.2.2地质构造······································3.2.3区域稳定性及地震·······························39水电站工程建设项目预可行性研究报告3.3水库区工程地质条件·······························3.3.1基本工程地质条件·······························3.3.2主要工程地质问题及

5、评价·························3.4坝址区工程地质条件·······························3.4.1基本工程地质条件·······························3.4.2岩(土)体物理力学特性····························3.4.3主要工程地质问题及评价··························3.4.4坝址比较及选择意见······························3.5推荐坝址主要建筑物工程地质条件··········

6、···········3.5.1主坝坝基工程地质条件······························3.5.2副坝坝基工程地质条件······························3.5.3发电引水渠工程地质条件························3.5.4厂房区工程地质条件······························3.5.5前池工程地质条件································3.5.6泄洪闸工程地质条件··························3.

7、6比较坝址主要建筑物工程地质条件·····················3.6.1主坝坝基工程地质条件·····························3.6.2副坝坝基工程地质条件······························3.6.3厂房区工程地质条件·······························3.6.4泄洪闸工程地质条件·······························3.7天然建筑材料·······································3.7.1概况·

8、············································3.7.2砼骨料········································3.7.