欢迎来到天天文库
浏览记录
ID:32789914
大小:704.00 KB
页数:34页
时间:2019-02-15
《输油管道地初步设计》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、实用标准文案输油管道的初步设计前言···················································································································1第1章工艺设计说明书·················································································21.工程概况及设计原则···································
2、······································22.设计原始数据·····················································································23.基本设计参数的选取·········································································5第2章工艺设计计算书···········································
3、·····································81.经济管径的确定················································································82.热力计算····························································································103.水力计算·····································
4、·······················································124.反输计算····························································································185.主要设备选型····················································································20第3章工艺流程设计···········
5、·································································221.工艺流程设计····················································································22精彩文档实用标准文案2.阴极保护计算····················································································223.方案的经
6、济性分析············································································23第4章结论····································································································31参考文献··············································································
7、···························32精彩文档实用标准文案前言毕业设计是本科学习的最后一个环节,也是较为重要的一个环节。它要求将所学到的专业知识综合运用,以达到融会贯通。本次设计是进行输油管道的初步设计。主要内容包括:由经济流速确定经济管径,然后由最小输量确定加热站数以及由最大输量确定泵站数,结合沿线特征进行加热站和泵站的布置,最后进行经济性计算,确定项目的内部收益率以及净现值等。本次设计在安家容老师的指导下完成。由于本人水平有限,缺乏现场知识,所以难免存在疏漏和错误之处,希望老师批评、指正。第一章工艺说明书精彩文档
8、实用标准文案1.工程概况及设计原则1.1工程概况输油管道全长400km,设计输油能力为280万t/a。全线地形起伏不大,无翻越点。管道选取L290螺旋缝埋弧焊钢管,其最大允许承压为6.96Mpa。管道进行埋
此文档下载收益归作者所有