`计算书项目名称：黄圃镇三乡围乌珠水闸重建工程设计阶段：施工阶段审核日期校核日期计算日期目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc149634126"1基本资料PAGEREF_Toc149634126\h3HYPERLINK\l"_Toc149634127"1.1结构及基本数据PAGEREF_Toc149634127\h3HYPERLINK\l"_Toc149634128"1.2安全系数PAGEREF_Toc149634128\h4HYPERLINK\l"_Toc149634129"1.3计算采用规范、标准PAGEREF_Toc149634129\h4HYPERLINK\l"_Toc149634130"1.4风浪计算要素PAGEREF_Toc149634130\h4HYPERLINK\l"_Toc149634131"1.5地质资料PAGEREF_Toc149634131\h5HYPERLINK\l"_Toc149634132"1.6地震设防烈度PAGEREF_Toc149634132\h5HYPERLINK\l"_Toc149634133"2基本尺寸的拟定及复核PAGEREF_Toc149634133\h5HYPERLINK\l"_Toc149634134"2.1抗渗计算PAGEREF_Toc149634134\h5HYPERLINK\l"_Toc149634135"2.1.1渗径复核PAGEREF_Toc149634135\h5HYPERLINK\l"_Toc149634136"2.1.2渗流计算PAGEREF_Toc149634136\h6HYPERLINK\l"_Toc149634137"2.1.3滤层设计PAGEREF_Toc149634137\h6HYPERLINK\l"_Toc149634138"2.1.4防渗帷幕及排水孔设计PAGEREF_Toc149634138\h6HYPERLINK\l"_Toc149634139"2.1.5永久缝止水设计PAGEREF_Toc149634139\h7HYPERLINK\l"_Toc149634140"2.2浪压力及闸顶高程计算PAGEREF_Toc149634140\h7HYPERLINK\l"_Toc149634141"2.2.1设计荷载情况PAGEREF_Toc149634141\h7HYPERLINK\l"_Toc149634142"2.2启闭室PAGEREF_Toc149634142\h8HYPERLINK\l"_Toc149634143"2.3闸室稳定计算PAGEREF_Toc149634143\h8HYPERLINK\l"_Toc149634144"2.4.1完建情况PAGEREF_Toc149634144\h8HYPERLINK\l"_Toc149634145"2.4.2设计洪水位情况PAGEREF_Toc149634145\h8HYPERLINK\l"_Toc149634146"2.4.3正常洪水位+地震情况PAGEREF_Toc149634146\h9HYPERLINK\l"_Toc149634147"2.4.4结论PAGEREF_Toc149634147\h9HYPERLINK\l"_Toc149634148"3.水闸过流能力计算及水闸宽度拟定PAGEREF_Toc149634148\h9HYPERLINK\l"_Toc149634149"3.1内河涌过流能力计算PAGEREF_Toc149634149\h9HYPERLINK\l"_Toc149634150"3.2水闸消能计算PAGEREF_Toc149634150\h11HYPERLINK\l"_Toc149634151"4挡土墙稳定计算PAGEREF_Toc149634151\h12HYPERLINK\l"_Toc149634152"4.1挡墙计算工况PAGEREF_Toc149634152\h12HYPERLINK\l"_Toc149634153"4.2挡墙计算PAGEREF_Toc149634153\h12HYPERLINK\l"_Toc149634154"4.