1 / 136
文档名称:

毕业设计(论文)--夏仕港闸设计.doc

格式:doc   页数:136页
下载后只包含 1 个 DOC 格式的文档,没有任何的图纸或源代码,查看文件列表

如果您已付费下载过本站文档,您可以点这里二次下载

分享

预览

毕业设计(论文)--夏仕港闸设计.doc

上传人:zl201163zl 2016/6/23 文件大小:0 KB

下载得到文件列表

毕业设计(论文)--夏仕港闸设计.doc

文档介绍

文档介绍:扬州大学本科生毕业设计(论文) 摘要夏仕港闸位于靖江市斜镇夏仕港口,距江边约 1km ,受益保护范围为精讲、姜堰、泰兴三市。受益面积 90多万亩, 其主要作用是挡洪、蓄水、排涝、通航等功能。水闸由闸室段、上游连接段及下游连接段等三部分组成。闸室段包括底板、闸墩、边墩、岸墙、闸门、工作桥等;上游连接段包括上游翼墙,消力池,上游防冲槽及上游护坡等部分组成;下游连接段包括下游翼墙,消力池,下游防冲槽及下游护坡等五部分组成。水闸设计主要包括水力设计、消能防冲设计、闸基渗流计算、闸室结构布置、两岸连接建筑物布置、闸室稳定计算,闸室结构计算,两岸连接建筑物结构计算等。关键词:水力计算,渗流计算,稳定计算,结构计算,弹性地基梁法 Abstract Xiashigang sluice is located in Jingjiang city ,1km to theChangjiang is built to protect Jingjiang Jiangyan and Taixing. I ts main function is to release flood waters, tide, silt, and aided chamber section, connected by upstream and downstream connections in three chamber section includes a bottom plate, gate pier, pier, quay wall, gate, bridge work; upstream connection section includes upper wing wall, stilling basin, upstream erosion trough and upstream slope protection and ponents; and downstream connections include the lower wing wall, stilling basin, downstream anti-scouring groove and the downstream slope protection five design mainly includes the hydraulic design of sluice, energy dissipation and design, the seepage of sluice foundation calculation of lock chamber structure, layout, building layout, sides of the connecting chamber stability calculation, structure calculation of connected buildings on both sides of the chamber, structural calculation. Keywords: hydraulic calculation, calculation of seepage, stability calculation, structure calculation, elastic foundation beam method . 扬州大学本科生毕业设计(论文) 目录 1 工程概况........................................................................................................................................................ 1 基本资料............................................................................................................................................. 1 建筑物级别............................................................................................................................. 1 孔口设计水位..........................................