1、原文：Design the leaderIs it draw materials on real project letting camp aqueducting to design originally , let camp aqueduct land muddy irrigated area leap building , Iraq of river of east one trunk canal. The muddy irrigated area of land is one of bigger irrigated areas of Henan Province, the irrigat
2、ed area is in half a mountain areas and mound mountain range areas, crosses over six counties of three areas in Luoyang , Kaifeng , Zhengzhou, the irrigated area of irrigated area is 57.61 hectares. The whole irrigated area is done the composition of three trunk canals by two total trunk canal and t
3、he east one , the east, the west, total length 290.5m, 1134 .32 aqueducts buildings, total length 9.8Km. East one trunk canal plan 3.841 of irrigated area, in the east one irrigated area more for hills arid area, the hillock depression is alternate in the district, the ground is covered for the red
4、and brown clay and loess, hydrogeology is relatively bad, lack the underground source of water . Let camp aqueduct plan axis long 748.1m, this section for being getting mauve, getting reddish brown conglomerate insert sand quality clay, the conglomerate composition is quartz sandstone , quartzite ,e
5、tc., the surface is weathered seriously, protruding and concave and not smooth, the naked eye can see the corrosion, the diameter comes in different sizes, there is phenomenon of infiltrating in the hole. Let camp aqueduct larger aqueduct at the east one trunk canal , so to is it concern whole east
6、one trunk canal of planning irrigated areas or not to build up aqueduct this, irrigated area of planning of the muddy irrigated area of the even whole land. Originally designing the rank of the building according to tertiary consideration, it is 80 to design the earthquake intensity. The task origin
7、ally designed has two items mainly, let geology topographical terms , camp of section according to east one trunk canal , draft two different kinds of leap building pattern of river for the first time, and compare through technological economy, choose economy to be rational from it, safe and reliabl
8、e feasible scheme; Second , confirm the physical dimension according to the selected scheme, after instructing the teacher how to approve, calculate the water conservancy and structure. Have proved and proved the joining type U section aqueduct and roof beam type rectangle section aqueduct mainly in
9、 scheme, select the roof beam type rectangle section aqueduct finally. Definite conceptual design main to assign while being whole while being including trough body , vertical section design , design , supporting structural design ,etc. , trough of body. The whole aqueduct long 770m, is divided into
10、 49 and stepped, steps 15m each time, design flow 40m3/s, strengthen flow 45m3/s. The slope is 1/1300. The trough is taken as the ordinary armored concrete structure, the rectangle gives up and wears the pull rod , the clear width 4.565m of trough body, net deep 3.652m, the side wall thick 20cm, hig
11、h 4.252m, thick 40cm of photographic plate , the pull rod is a square section of 10cm 10cm, interval 2m. Had concrete mound that water requests adopted the hollow round rectangle section big because of the overhead distance in the main river trough one, amounts to 15, mound body biggest high 32m, by
12、 20 all around: The slope of 1 is expanded downwards. Adopting the single shelf in the beach location, it is the armored concrete structure to arrange the shelf, amounting to 34, the biggest high 22.52m, is divided into four layers, it is 4.565m to go to the three -storyed interval of centre line of
13、 crossbeam, the limb post section is a rectangle section of 50cm 70cm, the crossbeam is a rectangle terminal surface of 40cm 60cm. Both ends set up the gravity type trough platform in the aqueduct , vertical section for ladder-shaped section that one side stand upright, whole trough platform high 4.
14、252m. Originally design the main water conservancy including aqueduct of part calculated to calculate, the trough body is required to match the muscle and calculate in internal force under the operating mode, the stability checking computations under the horizontal wind pressure makes mathematical c
15、alculations, resists to split, hoist checking computations; Mound body stress checking computations , making stability of the basis and stress checking computations in the horizontal wind pressure of the mound of the trough ; The internal force that the trough shelf requires the internal force under
16、 the operating mode to match muscle calculating , foundation matches the muscle to calculate; Basis stress and stabilizing checking computations of the trough platform. The main principle originally designed is: Through the graduation project , make the knowledge learnt consolidated , expanded and s
17、trengthens and systematized, strengthen the ability of using theory knowledge to solve the practical problem at the same time, improve basic technical ability , such as design calculating , drawing of the actual project ,etc., train and set up correct design philosophy, seek truth from facts , study
18、 assiduously, benefit from it through ones own efforts, work for ones that will suit in the future as soon as possible and study and lay a solid foundation. Because time is shorter the level is limited, what has been unavoidably done in some places is uncomplete, what has been done is not careful ,
19、the persons who hope to read make a comment. If expansion joint , prop up seat mound head for satisfy aqueduct can use design to aqueduct every tiny position safely un der various kinds of situation, wait for the place to do certain treatment . Include professional course contents , such as structur
20、al mechanics , hydraulics , armored concrete , water conservancy project building ,etc. in the course of designing. Because everybodys joint efforts have finished this to design in time in the course of designing, because time is hurried and studies there is insufficient all sorts of in the limited
21、design of knowl edge, everybody sincere makes a comment. The keyword : Aqueduct Trough body arrange the shelf The internal force calculating.毕业设计（论文）原创性声明和使用授权说明原创性声明本人郑重承诺：所呈交的毕业设计（论文），是我个人在指导教师的指导下进行的研究工作及取得的成果。尽我所知，除文中特别加以标注和致谢的地方外，不包含其他人或组织已经发表或公布过的研究成果，也不包含我为获得 及其它教育机构的学位或学历而使用过的材料。对本研究提供过帮助和做出
22、过贡献的个人或集体，均已在文中作了明确的说明并表示了谢意。作 者 签 名： 日 期： 指导教师签名： 日 期： 使用授权说明本人完全了解 大学关于收集、保存、使用毕业设计（论文）的规定，即：按照学校要求提交毕业设计（论文）的印刷本和电子版本；学校有权保存毕业设计（论文）的印刷本和电子版，并提供目录检索与阅览服务；学校可以采用影印、缩印、数字化或其它复制手段保存论文；在不以赢利为目的前提下，学校可以公布论文的部分或全部内容。作者签名： 日 期： 学位论文原创性声明本人郑重声明：所呈交的论文是本人在导师的指导下独立进行研究所取得的研究成果。除了文中特别加以标注引用的内容外，本论文不包含任何其他个人
23、或集体已经发表或撰写的成果作品。对本文的研究做出重要贡献的个人和集体，均已在文中以明确方式标明。本人完全意识到本声明的法律后果由本人承担。作者签名： 日期： 年 月 日学位论文版权使用授权书本学位论文作者完全了解学校有关保留、使用学位论文的规定，同意学校保留并向国家有关部门或机构送交论文的复印件和电子版，允许论文被查阅和借阅。本人授权 大学可以将本学位论文的全部或部分内容编入有关数据库进行检索，可以采用影印、缩印或扫描等复制手段保存和汇编本学位论文。涉密论文按学校规定处理。作者签名： 日期： 年 月 日导师签名： 日期： 年 月 日指导教师评阅书指导教师评价：一、撰写（设计）过程1、学生在论文
24、（设计）过程中的治学态度、工作精神 优 良 中 及格 不及格2、学生掌握专业知识、技能的扎实程度 优 良 中 及格 不及格3、学生综合运用所学知识和专业技能分析和解决问题的能力 优 良 中 及格 不及格4、研究方法的科学性；技术线路的可行性；设计方案的合理性 优 良 中 及格 不及格5、完成毕业论文（设计）期间的出勤情况 优 良 中 及格 不及格二、论文（设计）质量1、论文（设计）的整体结构是否符合撰写规范？ 优 良 中 及格 不及格2、是否完成指定的论文（设计）任务（包括装订及附件）？ 优 良 中 及格 不及格三、论文（设计）水平1、论文（设计）的理论意义或对解决实际问题的指导意义 优 良
25、中 及格 不及格2、论文的观念是否有新意？设计是否有创意？ 优 良 中 及格 不及格3、论文（设计说明书）所体现的整体水平 优 良 中 及格 不及格建议成绩： 优 良 中 及格 不及格（在所选等级前的内画“”）指导教师： （签名） 单位： （盖章）年 月 日评阅教师评阅书评阅教师评价：一、论文（设计）质量1、论文（设计）的整体结构是否符合撰写规范？ 优 良 中 及格 不及格2、是否完成指定的论文（设计）任务（包括装订及附件）？ 优 良 中 及格 不及格二、论文（设计）水平1、论文（设计）的理论意义或对解决实际问题的指导意义 优 良 中 及格 不及格2、论文的观念是否有新意？设计是否有创意？ 优
26、 良 中 及格 不及格3、论文（设计说明书）所体现的整体水平 优 良 中 及格 不及格建议成绩： 优 良 中 及格 不及格（在所选等级前的内画“”）评阅教师： （签名） 单位： （盖章）年 月 日河北工程大学毕业设计- 2 -教研室（或答辩小组）及教学系意见教研室（或答辩小组）评价：一、答辩过程1、毕业论文（设计）的基本要点和见解的叙述情况 优 良 中 及格 不及格2、对答辩问题的反应、理解、表达情况 优 良 中 及格 不及格3、学生答辩过程中的精神状态 优 良 中 及格 不及格二、论文（设计）质量1、论文（设计）的整体结构是否符合撰写规范？ 优 良 中 及格 不及格2、是否完成指定的论文（设计）任务（包括装订及附件）？ 优 良 中 及格 不及格三、论文（设计）水平1、论文（设计）的理论意义或对解决实际问题的指导意义 优 良 中 及格 不及格2、论文的观念是否有新意？设计是否有创意？ 优 良 中 及格 不及格3、论文（设计说明书）所体现的整体水平 优 良 中 及格 不及格评定成绩： 优 良 中 及格 不及格（在所选等级前的内画“”）教研室主任（或答辩小组组长）： （签名）年 月 日
