碾压混凝土重力坝设计计算书-.doc

目录TOC\h\z\t"样式1,1,样式2,2,样式3,3"HYPERLINK\l"_Toc105840102"第一章设计依据PAGEREF_Toc105840102\h1HYPERLINK\l"_Toc105840103"1.1工程等级及建筑物级别PAGEREF_Toc105840103\h1HYPERLINK\l"_Toc105840104"1.2工程洪水标准PAGEREF_Toc105840104\h1HYPERLINK\l"_Toc105840105"第二章洪水调节计算PAGEREF_Toc105840105\h3HYPERLINK\l"_Toc105840106"2.1工程洪水标准PAGEREF_Toc105840106\h3HYPERLINK\l"_Toc105840107"2.2调洪计算PAGEREF_Toc105840107\h3HYPERLINK\l"_Toc105840108"2.2.1调洪计算基本原理PAGEREF_Toc105840108\h3HYPERLINK\l"_Toc105840109"2.2.2水位与流量关系的确定PAGEREF_Toc105840109\h5HYPERLINK\l"_Toc105840110"2.2.3机算调洪数据PAGEREF_Toc105840110\h5HYPERLINK\l"_Toc105840111"2.2.4校核水库防空时间PAGEREF_Toc105840111\h20HYPERLINK\l"_Toc105840112"第三章水能计算PAGEREF_Toc105840112\h21HYPERLINK\l"_Toc105840113"3.1电站出力的估算PAGEREF_Toc105840113\h21HYPERLINK\l"_Toc105840114"3.2机组台数和单机容量的选择PAGEREF_Toc105840114\h21HYPERLINK\l"_Toc105840115"3.3水轮机型号和参数选择PAGEREF_Toc105840115\h21HYPERLINK\l"_Toc105840116"3.4淤沙高程及电站取水口高程计算PAGEREF_Toc105840116\h22HYPERLINK\l"_Toc105840117"3.4.1淤沙高程PAGEREF_Toc105840117\h22HYPERLINK\l"_Toc105840118"3.4.2电站进水口底板高程PAGEREF_Toc105840118\h23HYPERLINK\l"_Toc105840119"第四章水电站厂房初步设计PAGEREF_Toc105840119\h24HYPERLINK\l"_Toc105840120"4.1水电站厂房的布置PAGEREF_Toc105840120\h24HYPERLINK\l"_Toc105840121"4.2厂房轮廓的确定PAGEREF_Toc105840121\h24HYPERLINK\l"_Toc105840122"4.2.1主厂房长度的确定PAGEREF_Toc105840122\h24HYPERLINK\l"_Toc105840123"4.2.2主厂房宽度的确定PAGEREF_Toc105840123\h24HYPERLINK\l"_Toc105840124"4.2.3尾水平台及尾水闸室的布置PAGEREF_Toc105840124\h25HYPERLINK\l"_Toc105840125"第五章大坝设计PAGEREF_Toc105840125\h26HYPERLINK\l"_Toc105840126"5.1大坝有关参数的确定PAGEREF_Toc105840126\h26HYPERLINK\l"_Toc105840127"5.2非溢流坝设计PAGEREF_Toc105840127\h27HYPERLINK\l"_Toc105840128"5.2.1非溢流坝基本剖面设计PAGEREF_Toc105840128\h27HYPERLINK\l"_Toc105840129"5.2.2非溢流坝实用剖面设计PAGEREF_Toc105840129\h28HYPERLINK\l"_Toc105840130"5.2.3非溢流坝的荷载组合PAGEREF_Toc105840130\h29