ImageVerifierCode 换一换
格式:PDF , 页数:30 ,大小:1.49MB ,
资源ID:3216506      下载积分:3 金币
快捷下载
登录下载
邮箱/手机:
温馨提示:
快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。 如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝    微信支付   
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【https://www.bdocx.com/down/3216506.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录   QQ登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(数学建模美赛o奖论文_精品文档.pdf)为本站会员(b****2)主动上传,冰豆网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知冰豆网(发送邮件至service@bdocx.com或直接QQ联系客服),我们立即给予删除!

数学建模美赛o奖论文_精品文档.pdf

1、 For office use only T1 _ T2 _ T3 _ T4 _ Team Control Number 55069 Problem Chosen A For office use only F1 _ F2 _ F3 _ F4 _ 2017 MCM/ICM Summary Sheet The Rehabilitation of the Kariba Dam Recently,the Institute of Risk Management of South Africa has just warned that the Kariba dam is in desperate ne

2、ed of rehabilitation,otherwise the whole dam would collapse,putting 3.5 million people at risk.Aimed to look for the best strategy with the three options listed to maintain the dam,we employ AHP model to filter factors and determine two most influential criteria,including potential costs and benefit

3、s.With the weight of each criterion worked out,our model demonstrates that option 3 is the optimal choice.According to our choice,we are required to offer the recommendation as to the number and placement of the new dams.Regarding it as a set covering problem,we develop a multi-objective optimizatio

4、n model to minimize the number of smaller dams while improving the water resources management capacity.Applying TOPSIS evaluation method to get the demand of the electricity and water,we solve this problem with genetic algorithm and get an approximate optimal solution with 12 smaller dams and determ

5、ine the location of them.Taking the strategy for modulating the water flow into account,we construct a joint operation of dam system to simulate the relationship among the smaller dams with genetic algorithm approach.We define four kinds of year based on the Karibas climate data of climate,namely,no

6、rmal flow year,low flow year,high flow year and differential year.Finally,these statistics could help us simulate the water flow of each month in one year,then we obtain the water resources planning and modulating strategy.The sensitivity analysis of our model has pointed out that small alteration i

7、n our constraints(including removing an important city of the countries and changing the measurement of the economic development index etc.)affects the location of some of our dams slightly while the number of dams remains the same.Also we find that the output coefficient is not an important factor

8、for joint operation of the dam system,for the reason that the discharge index and the capacity index would not change a lot with the output coefficient changing.Team#55069 Page 2 of 2 Contents 1 Overview.1 1.1 Background.1 1.2 Restatement of the Problem.1 1.3 Literature Review.2 2 Assumptions and Ju

9、stifications.2 3 Notation.3 4 Model Overview.4 5 Model Theory.5 5.1 Determination of the Number and Location of the Dams.5 5.2 Joint operation of dam system model.9 6 Model Implementation and Results.11 6.1 The Number and Location.11 6.2 The Strategy of Modulating Water Flow.14 7 Sensitivity Analysi

10、s.15 7.1 The Model of Determination of the Number and Location.15 7.2 The Model of Modulating Water Flow.17 8 Further discussion.17 9 Strengths and Weaknesses.18 9.1 Strengths.18 9.2 Weaknesses.19 10 Conclusion.19 11 The Evaluation of Three Options.20 11.1 Establish a Hierarchical Model.20 11.2 Anal

11、ysis and Results.21 Team#55069 Page 1 of 28 1 Overview 1.1 Background A Zambezi River Authority conference was held in March 2014,engineers warned that the foundations of the dam had weakened and there was a possibility of dam failure unless repairs were made.On 3 October 2014 the BBC reported that“

12、The Kariba Dam is in a dangerous state.Opened in 1959,it was built on a seemingly solid bed of basalt.However,in the past 50 years,the torrents from the spillway have eroded that bedrock,carving a vast crater that has undercut the dams foundations,engineers are now warning that without urgent repair

13、s,the whole dam will collapse.If that happened,a tsunami-like wall of water would rip through the Zambezi valley,reaching the Mozambique border within eight hours.The torrent would overwhelm Mozambiques Cahora Bassa Dam and knock out 40%of southern Africas hydroelectric capacity.Along with the devas

14、tation of wildlife in the valley,the Zambezi River Authority estimates that the live of 3.5 million people are at risk.”On February 2015,Engineers have started on a R3.3bn rescue marathon to prevent the“catastrophic failure”of the Kariba Dam.According to a World Bank special report on the beleaguere

15、d structure-one of the biggest man-made dams in the world-a potential wall collapse threatens the lives of about 3-million people living on the Zambezi River floodplain between the hydro scheme on the Zambia-Zimbabwe border and the Mozambique coast.1 1.2 Restatement of the Problem We are required to

16、 provide an overview of potential costs and benefits with the three options already listed.Then we need to establish a model to determine the number and placement of the new dams when removing the Kariba dam along the Zambezi River.The same overall water management capabilities are also needed.In addition,we should consider emergency water flow situations and restrictions regarding the locations and time,so that we could give out the strategy for modulating the water flow through our new multipl

copyright@ 2008-2022 冰豆网网站版权所有

经营许可证编号:鄂ICP备2022015515号-1