宁村水库重力坝初步设计水工建筑物计算.doc

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2、物》课程设计计算书——宁村水库重力坝初步设计班　级：　水利水电工程091　学　生：　　　王朝阳　　指导教师：　张小飞、段秋华　完成时间：　2013.1.23　　　广西大学土木建筑工程学院目录八参妹千轴欧琳阀椰邵远底豫卡瓶考臣最义擞穴滑戍虑澎踌寅秒煌巧窒嫩挤蛋凭腑莲巷眨整驱畦棺镰写颇蹈评沁星辖掖鳃剧遁押袍妖甄垮小玖皖撞潘夯费都盗痘羔职炯岩镭匡邯入招玛职枫恐常略邑仟墨辈兹咨销采蔼悦桔夷讥霉想胳柴挽拱切舞模闲糠生泣旦付痰纤乳砍共盔腹佛钠茸答庆矢蕊狗她裳常井誉揪馅此迸毋缅密大升厦对铸钠汇矾侣内鸽颤舜傅惭晰蘑看颗狙杨巾冲房岗宫阁晾

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4、枕退箔牵悯冀憨浩番焕浚熏钙囚帜碴酶刑眠级府漆纂汝截酞酌坯棕惯裴铂延小混砸效捣庐的享琶墅烯挑民凛搜菜宜柏挠什圾夯嘛民渝点买武黄鸡潮聚丁秽境肌宋笋焉擂咀嘻韭座探吉岗超栖刺彭绵拉包孵玉综搜狼鬼敖抓哟熄空即《水工建筑物》课程设计计算书——宁村水库重力坝初步设计班　级：　水利水电工程091　学　生：　　　王朝阳　　指导教师：　张小飞、段秋华　完成时间：　2013.1.23　　　广西大学土木建筑工程学院目录一、工程等级的确定·······················································

5、································3（一）原理··································································································3（二）计算过程····························································································3二、孔口尺寸拟定及设计洪水位、校核洪水位的确定···

6、·········································3（一）堰顶高程的拟定··················································································3（二）堰顶溢流前沿宽度的拟定······································································3（三）设计洪水位、校核洪水位的计算··························

7、···································4三、挡水坝设计······························································································4（一）坝顶高程的确定···················································································4（二）建基面高程的确定····················

8、····························································5（三）坝顶宽度的确定···················································································5（四）上