本科毕业论文（设计）题目：某抽水泵站设计院（系）：金坛学习中心专业：土木工程指导教师：李洪年职称：高级工程师评阅人：职称：2006 年11 月本科生毕业论文（设计）原创性声明本人以信誉声明：所呈交的毕业论文（设计）是在导师指导下进行的研究设计及取得的设计成果，论文中引用他人的文献、数据、图件、资料均已明确标注出，论文中的结论和结果为本人独立完成，不包含他人成果及为获得中国地质大学或其他教育机构的学位或证书而使用过的材料。
对与我一同工作的同志对本设计所做的任何贡献表示了谢意。
毕业论文作者（签字）：签字日期：年月日中文摘要某市拟拆除土桥旧站，新建一座抽水站，作为江堤达标建设的附属配套工程，兼挡洪、灌溉、排涝于一体，设计流量22m3s。
该站的主要任务是与十二圩泵站联合运行，抽引江水，补给淮水水源的不足，解决该市境内13个乡近50万耕地的灌溉用水，并结合仪扬河以南圩区64平方公里面积的排涝任务，要求在上下游水位组合允许时，能实现自流和自排，保证该地区社会与经济的可持续发展。
本设计泵站以灌溉为主，属中型泵站，选用块基型结构的泵房，即进水流道与泵房底板整体浇筑，形成一块状基础结构作为整个泵房的基础。
考虑泵站的多重任务，本设计采用双向进出水流道，以满足泵站自引、自排及双向提水的要求。
进水流道能够为水泵提供良好的进水条件。
双向流道布置具有占地面积小、节省工程投资、便于集中管理等优点。
本设计泵站以灌溉为主，兼有挡洪、排涝任务，属中型泵站，选用块基型结构的泵房，即进水流道与泵房底板整体浇筑，形成一块状基础结构作为整个泵房的基础。
本设计采用正向进水前池，前池的水流方向和与进水池的水流方向一致，水流的流态平顺，池的结构简单、施工方便。
本设计采用双向进出水流道，以满足泵站自引、自排及双向提水的要求。
进水流道能够使水流从前池进入水泵叶轮室的过程中更好地转向和加速，为水泵提供良好的进水条件。
双向流道布置具有占地面积小、节省工程投资、便于集中管理等优点；缺点是对进水流道设计要求较高，否则，容易增加阻力损失，进水流道易产生涡带，导致水泵及站房振动，严重时可能危及机组和站身安全。
本设计将检修间和配电间分别布置在泵房的两端。
在泵站排涝期间，为防止水草等杂物进入进水流道，在内河侧设置清污机，以保证泵站的有效运行。
清污机具有自动化程度高、工作效率高等优点。
关键词:泵站灌溉AbstractSome cities intend to dismantle the old station of soil bridge , one Xin Jian pump station , are 22 m3s blocking flood , irrigation , draining waterlogged farmland in an integral whole , designing rate of flow concurrently as the affiliation auxiliary projects that the river dike builds up to the standard. Be the major task standing's turn to be to unite with twelve country fair pump stations working , to shrink to attract river water, deficiency replenishing Huaihe River water with a irrigation resolving that city within the territory uses water , join draining waterlogged farmland spreading River 64 square kilometers to the south country fair area area combining with an instrument the mission, can realize the sustainable development flowing by itself and swear to owe area society and economy from the row when requiring that water level combination allows in upper lower reaches,. Originally, design that the pump station gives first place to irrigation , belong to the medium-sized pump station , select and use a pieceConsider multiple pump station mission , design is adopted two-way pass in and out of streams saying that self quotes from a row in order to satisfying a pump station ,and two-way request carrying water. Enter streams being able to be that the water pump provides fine water-entering condition. Two-way runner arrangement field area merit such as small , economizing project investment ,centralized management easy to.Design that the pump station gives first place to irrigation originally , simultaneously, waterlogged farmland the mission, belongs to the medium-sized pump station ,select and use a piece base the architectural pump front pool, front pool streams direction and the streams direction with entering pool are consistent, thestreams stream state smooth-going, the pool structure is simple , construction is convenientDesign is adopted two-way pass in and out of streams saying that self quotes from a row in order to satisfying a pump station ,and two-way request carrying water. Enter streams being able to make streams before, get lost much better and speed up providing fine water-entering condition, for the water pump in pool entrance water pump impeller room process. Two-way runner arrangement field area merit such as small , economizing project investment , centralized management easy to; The shortcoming is to say that design demand is , may endanger the aircraft crew and station body safety when grave.Design the both ends will overhaul a room and arranging respectively among powerdistribution in the pump drainswaterlogged farmland, be prevent waterweeds from waiting for varia entrance to enterstreams saying, effective operation setting up clear filth machine,to ensure that thepump stands in inland river side. Clear filth machine automationdegree Irrigation目录第一章工程提要 (1)第二章设计依据与基本资料 (2)第三章水泵选型与工况校核 (4)第一节水泵选型 (4)第二节动力机选配 (5)第三节水泵工况校核 (6)第四章枢纽总体布置............................ 错误！未定义书签。
第五章泵房设计................................ 错误！未定义书签。
第一节选定泵房结构形式.................... 错误！未定义书签。
第二节泵房尺寸拟定........................ 错误！未定义书签。
第三节泵房主要构件材料和尺寸 (8)第六章进出水建筑物设计 (14)第一节进水流道的设计 (14)第二节出水流道的设计 (15)第三节引渠的设计 (15)第四节前池的设计 (16)第七章泵房附属设施选择 (17)第一节起重设备 (17)第二节配电柜 (17)第三节电缆沟 (18)第四节起动供水设施 (18)第五节检修工作桥 (19)第六节清污机 (19)第七节闸门与启闭机 (19)第八章泵房整体稳定计算 (22)第一节渗透稳定验算 (22)第二节地基容许承载力计算 (23)第三节泵房基底压应力计算 (24)第四节泵房抗滑稳定计算 (30)第五节泵房稳定计算成果汇总 (31)第九章结构计算 (31)第一节底板内力计算 (32)第二节底板配筋计算 (35)结束语 (36)致谢词 (37)参考文献： (39)第一章工程提要某市拟拆除土桥旧站，新建一座抽水站，作为江堤达标建设的附属配套工程，兼挡洪、灌溉、排涝于一体，设计流量22m3s。