数学建模美赛2012MCM B论文

数学建模美赛2012MCM B论文
数学建模美赛2012MCM B论文

Camping along the Big Long River

Summary

In this paper,the problem that allows more parties entering recreation system is investigated.In order to let park managers have better arrangements on camping for parties,the problem is divided into four sections to consider.

The first section is the description of the process for single-party's rafting.That is, formulating a Status Transfer Equation of a party based on the state of the arriving time at any campsite.Furthermore,we analyze the encounter situations between two parties.

Next we build up a simulation model according to the analysis above.Setting that there are recreation sites though the river,count the encounter times when a new party enters this recreation system,and judge whether there exists campsites available for them to station.If the times of encounter between parties are small and the campsite is available,the managers give them a good schedule and permit their rafting,or else, putting off the small interval time t?until the party satisfies the conditions.

Then solve the problem by the method of computer simulation.We imitate the whole process of rafting for every party,and obtain different numbers of parties,every party's schedule arrangement,travelling time,numbers of every campsite's usage, ratio of these two kinds of rafting boats,and time intervals between two parties' starting time under various numbers of campsites after several times of simulation. Hence,explore the changing law between the numbers of parties(X)and the numbers of campsites(Y)that X ascends rapidly in the first period followed by Y's increasing and the curve tends to be steady and finally looks like a S curve.

In the end of our paper,we make sensitive analysis by changing parameters of simulation and evaluate the strengths and weaknesses of our model,and write a memo to river managers on the arrangements of rafting.

Key words:Camping;Computer Simulation;Status Transfer Equation

1Introduction

The number of visits to outdoor recreation areas has increased dramatically in last three decades.Among all those outdoor activities,rafting is often chose as a family get-together during May to September.Rafting or white water rafting is a kind of interesting and challenging recreational outdoor activity,which uses an inflatable raft to navigate a river or sea [1].It is very popular in the world,especially in occidental countries.This activity is commonly considered an extreme sport that usually done to thrill and excite the raft passengers on white water or different degrees of rough water.It can be dangerous.

During the peak period,there are many tourists coming to experience rafting.In order to satisfy tourists to the maximum,we must make full use of our facilities in hand,which means we must do the utmost to utilize the campsites in the best way possible.What's more,to make more people feel the wildness life,we should minimize the encounters to the best extent;meanwhile no two sets of parties can occupy the same campsite at the same time.It is naturally coming into mind that we should consider where to stop,and when to stop of a party [2].

In previous studies [3-5],many researchers have simulated the outdoor creation based on real-life data,because the approach is dynamic,stochastic,and discrete-event,and most recreation systems share these traits.But there exists little research aiming at describing the way that visitors travel and distribute themselves within a recreation system [6].Hence,in our paper,we consider the whole process of parties in detail and simulate every party ’s behavior,including the location of their campsites,and how long it will last for them to stay in a campsite to finish their itineraries.Meanwhile minimize the numbers of encounters.

Aiming at showing the whole process of rafting,we firstly focus on analyzing the situation s of a single-party's rafting by using status transfer equation,then consider the problems of two parties'encounters on the river.Finally,after several times of simulation on the whole process of rafting,we obtain the optimal value of X .2Symbols and Definitions

In this section,we will give some basic symbols and definitions in the following for the convenience.

Table 1.Variable Definition Symbols Definition

i v i p j i q ,S d

The velocity of oar or motor

0-1variables on choosing rafting transportation

0-1variables on the occupation of campsites

Length of the river

Average distance between two campsites

3General Assumptions

In order to have a better study on this paper,we simplify our model by the

following assumptions:

1)19:00to 07:00is people's sleeping time,during this time,people are stationed

in the campsite.The total time of sleeping is 12hours,as rafting is an exiting sport game,after a day's entertainment,people have cost a lot of energy,and nearly tired out.So in order to have a better recreation for the next day,we set that people begin their trip at 07:00,and end at 19:00for a day's schedule.

2)Oar-powered rubber rafts and motorized parties can successfully raft from First

Launch to Final Exit,there exist no accident over the whole trips.

3)All the rubber rafts and motorized boats have the same exterior except velocities;

we regard a rubber raft or a motorized boat as a party and don't consider the tourists individuals on the parties.

4)There is only one entrance for parties to enter the recreation system.

5)Regardless of the effects that the physical features of the river brings to oar and

motorized parties,that is to say we ignore the stream ’s propulsion and resistance to both kinds of rafting boats.Oar and motorized parties can keep the average velocity of 4mph and 8mph.

6)Divide the whole river into N segments.

4Analysis of This Rafting Problem

Rafting is a very popular spots game world-wide.In the peak period of rafting,there are more people choosing to raft,it often causes congestion that not all people can raft at any time they want.Hence,it is important for managers to set an optimal schedule for every party (from our assumptions,we regard a rafting boat as a party)in advance.Meanwhile,the parties need to experience wildness life,so the managers should arrange the schedules which minimize the encounters'time between parties to the best extent.What's more,no two sets of parties can occupy the same site at the same time.

Our aim is to determine an optimal mix of trips over varying duration (measured Y

X

N

j i t ,j

T t

?K

Numbers of campsites Numbers of parties Numbers of attraction sites Time of the i th party finishing the whole trip ranges from6days to 18days

Random staying time at each campsite

Delay time of rafting from beginning Threshold value of encounter

in nights on the river.That is to say,we must obtain an optimal value of X through lots of trails.This optimal value represents that the campsites have a high usage while more people are available to raft.

The Long Big River is 225miles long,if we discuss the river as a whole and consider all the parties together,it will be difficult for us to have a clear recognition on parties'behaviors.Hence,we divide the river into N attraction sites.Each of the attraction sites has Y/N campsites since the campsites are uniformly distributed throughout the river corridor.So build up a model based on single-party ’s behavior of rafting in small distance.At last,we can use computer simulation to imitate more complex situations with various rafting boats and large quantities of parties.5Mathematic Models

5.1Rafting of the Single-party Model (Status Transfer Equation [7])

From the previous analysis,in order to have a clear recognition of the whole rafting process,we must analyze every single-party's state at any time.

In this model,we consider the situation that a single-party rafts from the First Launch to the Final Exit.So we formulate a model that focus on the behavior of one single-party.

For a single-party,it must satisfy the following equation:status transfer equation.it represents the relationships between its former state and the latter state.State here means:when the i th party arrives at the j th campsites,the party may occupy the j th campsite or not.

As a party can choose two kinds of transportation to raft:oar-powered rubber rafts(i v =4mph)and motorized rafts(i v =8mph).i v is the velocity of the rafting boats,and i p is the 0-1variables of the selecting for boats.Therefore,we can obtain

the following equation:

)1(84i i i p p v ?+=(i=1,2,…,X ).

(1)where i p =0if the i th party uses motorized boat as their rafting tool,at this

time i v =8mph ;while i p =1when ,the i th party rafts with oar-powered rubber raft with i v =4mph.In fact,Eq.(1)denotes which kind of rafting boat a party can choose.

A party not only has choice on rafting boats,but also can select where to camp based on whether the campsites are occupied or not.The following formulation shows the situation whether this party chooses this campsite or not:

???=party previous a by occupied is campsite the 0,party previous a by occupied not is campsite the q ij ,1(2)

where i =1,2,…,X ;j =1,2,…,Y .

Where the next one can’t set their camp at this place anymore,that is to say the

latter party’s behavior is determined by the former one.

As campsites are fairly uniformly distributed throughout the river corridor,hence,we discrete the whole river into segments,and regard Y campsites as Y nodes which leaves out (Y +1)intervals.Finally we get the average distance between th e j th campsite and (j+1)th campsite:

1+=Y S

d (3)

where is the length of the river,and its value is 225miles.

What’s more,the trip-days for a party is not infinite,it has fluctuating intervals:

h t h j i 432144,≤≤(4)

where is the t i ,j itinerary time for a party ranges from 144hours to 432hours (6to 18nights).

From Eq.(1),(2)and (3),the status transfer equation is given as follows:

),...2,1,,...2,1(11,1,,Y j X i T q v d t t j j i i j i j i ==×++=???(5)

The i th party’s arriving time at the j th campsite is determined by the time when the i th arrived at (j-1)campsite,the time interval i v d ,and the time T j-1random generated by computer shown in Eq.(5).It is a dynamic process and determined by its previous behavior.

5.2The Analysis of Two Parties Parties’

’Encounter on the River Our goal is to making full use of the campsites.Hence,the objective of all the formulation is to maximize the quantities of trips (parties )

X while consider getting rid of the congestion.If we reduce the numbers of the encounters among parties,there will be no congestion.In order to achieve this goal,we analysis the situations of when two parties’to encounter,and where they will encounter.

In order to create a wildness environment for parties to experience wildness life,managers arrange a schedule that can make any two parties have minimal encounters with each other.Encounter is that parties meet at the same place and at the same time.Regarding the river as a whole is not convenient to study,hence,our discussion is based on a small distance where distance=d (Eq.3),between the j th and (j+1)th campsites.Finally the encounter problem of the whole river is transferred into small fractions.On analyzing encounter problem in d and count numbers of each encounter in d together,we get a clear recognition of the whole process and the total numbers of encounter of two parties.

The following Figure 1represents random two parties rafting in d :

Figure 1.Random two parties'encounter or not on the river

The i th party arrives at j th campsite (t j k ,-t j i ,)time earlier than the k th party reaches the j th campsite.After t time,interval distance between the i th party and the k th party can be denoted by the following function:

)()(t t t v t v t S ij kj i k j +?×?×=?(6)

Where k,i =1,2,…,X ,j =1,2,…,Y .k i ≠.

Whether the two parties stationed on the j th campsite and(j +1)th campsite are based on the state of the campsites’occupation,yields we obtain:

???=×01,,j k j i q q (i,k =1,2,…,X ;j =1,2,…,Y ;k ≠i )(7)

Note that Eq.6is constrained by Eq.7,for different value of )(t S J ?and

j k j i q q ,,×we can obtain the different cases as follows:

Case 1:

???=×=?10)(,,j k j i j q q t S (8)

Which means both the i th and k th party don’t choose the j th campsite,they are rafting on the river.Hence,when the interval distance between the two parties is 0,that is )(t S J ?=0,they encounter at a certain place in d on the river.

Cases2:

???=×=?00)(,,j k j i j q q t S (9)

Although the interval distance between the two parties is 0,the j th campsite is occupied by the i th party or the k th party.That is one of them stop to camp at a certain place throughout the river corridor.Hence,there is no possibility for them to encounter on the river.

Cases 3:

???=×≠?10)(,,j k j i j q q t S ???=×≠?00)(,,j k j i j q q t S (10)No matter the j th campsite is occupied or not for )(t S J ?≠0,that is at the same time,they are not at the same place.Hence,they will not encounter at any place in d .

5.3Overview of Computer Simulation Modeling to Rafting

5.3.1Computer Simulation

Simulation modeling is a kind of method to imitate the real-word process or a system.This approach is especially suited to those tasks which are too complex for direct observation,manipulation,or even analytical mathematical analysis (Banks and Carson 1984,Law and Kelton 1991,Pidd 1992).

The most appropriate approach for simulating out-door recreation is dynamic,stochastic,and discrete-event model,since most recreation systems share these traits.In all,simulation models can reflect the real-world accurately.

5.3.2Simulation for the Whole Process of Parties on Rafting [8]

This simulation can approximate show a party’s behavior on the river under a wide rang of conditions.From the analysis of the previous study,we have known that the next party’s behavior is affected by the former one.Hence,when the first party enters the rafting system,there is no encounter,and it can choose every campsite.then the second party comes into the rafting system ,at this time,we must consider the encounter between them,and the limit on choosing the campsite.As time goes by,more and more parties enter this system to raft which lead to a more complex situation.A party who satisfies the following two conditions will be removed from the current order to the next order.So he can’t “finish his trip”right away.The two conditions are as follows:

(1)He chooses a campsite where has been occupied by other parties.

(2)He has two many encounters with other parties.

So in order to determine typical trip itineraries for various types of rafting boat ,campsite,and time intervals (See Trip Schedule Sheet 1),we need to perform a series of trails run that can represent the real-life process of rafting based on these considerations,.A main flowchart of the program is shown in Figure 2.

Figure2.Main simulation flowchart

After several times of simulation,we obtain the optimal X(the numbers of campsites),minimal E(Encounter)and TP(Trip Time).

Followed by Figure2,we simulate the behavior of a party whether it can enter

the rafting system or not in Figure3.

Figure3.Sub flowchart

5.3.3The Results of Simulation

After simulating the whole process of parties rafting on the river,we get three figures(Figure4,Figure5and Figure6)to present the results.

In order to simulate the rafting process more conveniently,we divide the whole river into31segments(31attraction sites),and input an initial value of Y=155(numbers of campsites),where there are5campsites in every attraction sites.

We represent the times of campsites occupied by various parties on Figure2by coordinates(x,y),where x is the order of the campsites from0to155(these campsites are all uniformly distributed thorough the corridor),and y is the numbers of each campsite occupied by different parties.For example,(140,1100)represents that at the campsite,there exists nearly1100times of occupation in total by parties over180days. Hence,the following Figure4shows the times of campsites’usage from March to September.

Figure4.Numbers of campsites'usage during six-month period from March to September

From Figure4,The numbers of campsites’usage can be identified the efficiency of every campsites’usage.The higher usage of the campsites,the higher efficiency they are.Based on these,we give a simple suggestion to managers(see in Memo to Managers).

Figure5.the ratio of usage on campsites with time going by

Figure5shows the changes of the ratio on campsites.when t=0,the campsites are not used,but with time going by,the ratio of the usage of campsites becomes higher and higher.

We can also obtain that when t>20,the ratio keeps on a steady level of65%;but when t >176,the ratio comes down,that is,there are little parties entering the recreation system.In all,these changes are rational very much,and have high coincidence with real-world.

Then we obtain1599parties arranged into recreation system after inputting the initial value Y=155,and set orders to every party from number0to number1599.Plotting every party's travelling time of the whole process on a map by simulating,as follows:

Figure6.Every party’s travelling time

Figure6shows the itinerary of the travelling time,most of the travelling time is fluctuating between13days and15.3days,and most of travelling time are concentrated around14days.

In order to create an outdoor life for all parties,we should minimize the numbers of encounter among different parties based on equations(6)and(7):So we get every party’s numbers of encounter by coordinates(x,y),where x is the order of the parties from0to1600,y is the numbers of encounters.Shown in Figure7,as follows:

Figure7.Every party’s numbers of encounter

Figure7shows every party’s numbers of encounter at each campsite.From this figure,we can know that the numbers of their encounter are relatively less,the highest one is8times,and most of the parties don’t encounter during their trips,which is coincident with the real-world data.

Finally,according to the travelling time of a party from March to September,we set a plan for river managers to arrange the number of parties.Hence,by simulating the model,we obtain the results by coordinate(x,y),where y is the days of travelling time,x is the numbers of parties on every day.The figure is shown as follows:

Figure8.Simulation on travelling days versus the numbers of parties From Figure8.we set a suitable plan for river manager,which also provide reference on his managements.

6Sensitive Analyze

Sensitive analysis is very critical in mathematical modeling,it is a way to gauge the robustness of a model with respect to assumptions about the data and parameters. We try several times of simulation to get different numbers of parties on changing the numbers of campsites ceaselessly.Thus using the simulative data,we get the relationship between the numbers of campsites and parties by fitting.On the basis of this fitting,we revise the maximal encounter times(Threshold value)continually,and can also get the results of the relationships between the numbers of campsites and parties by fitting.Finally,we obtain a Figure9denoting the relations of Y(numbers of campsites)and X(numbers of parties),as follows:

Figure9.Sensitive analysis under different threshold values Given the permitted maximal numbers of encounters(threshold value=K),we obtain the relationships between Y(numbers of campsites)and X(numbers of trips). For example,when K=1,it means no encounters are allowed on the river when rafting;when K=2,there is less than2chances for the boats to meet.So we can define the K=4,6,8to describe the sensitivity of our model.

From Figure9,we get the information that with the increase of K,the numbers of boats available to rafts till increase.But when K>6,the change of the numbers of boats is inconspicuous,which is not the main factor having appreciable impact on the numbers of boats.>

In all,when the numbers of campsites(Y)are less than250,they would have a great effect on the numbers of boats.But in the diverse situations,like when Y>250, the effect caused by adding the numbers of campsites to hold more boats is not notable.

When K<6,the numbers of boats available increases with the ascending of K, While K>6,the numbers of boats don’t have great change.

Take all these factors into consideration,it reflects that the numbers of the boats can’t exceed its upper limit.Increase the numbers of campsites and numbers of encounter blindly can’t bring back more profits.

7Strengths and Weaknesses

Strengths

Our model has achieved all of the goals we set initially effectively.It is not only fast and could handle large quantities of data,but also has the flexibility we desire.Though we don’t test all possibilities,if we had chosen to input the numbers of campsites data into our program,we could have produced high-quality results with virtually no added difficulty.Aswell,our method was robust.

Based on general assumptions we have made in previous task,we consider a party’s state in the first place,then simulate the whole process of rafting.It is an exact reflection of the real-world.Hence,our main model's strength is its enormous

edibility and stability and there are some key strengths:

(1)The flowchart represents the whole process of rafting by given different initial

values.It not only makes it possible to develop trip itineraries that are statistically more representatives of the total population of river trips,but also eliminates the tedious task of manual writing.

(2)Our model focuses on parties’behavior and interactions between each other,not

the managers on the arrangement of rafting,which can also get satisfactory and high-quality results.

(3)Our model makes full use of campsites,while avoid too many encounters,which

leads to rational arrangements.

Weaknesses

On the one hand,although we list the model's comprehensive simulation as a strength,it is paradoxically also the most notable weakness since we don’t take into account the carrying capacity of the water when simulates,and suppose that a river can bear as much weight as possible.But in reality,that is impossible.On the other hand,our results are not optimal,but relative optimal.

8Conclusions

After a serial of trials,we get different values of X based on the general assumptions we make.By comparing them,we choose a relative better one.From this problem,it verifies the important use of simulation especially in complex situations. Here we consider if we change some of the assumptions,it may lead to various results. For example,

(a)Let the velocity of this two kinds of boats submit to normal distribution.In this paper,the average velocity of oar-powered rubber rafts and motorized boats are 4mphand8mph,respectively.But in real-world,the speed of the boats can’t get rid of the impacts from external force like stream’s propulsion and resistance.Hence,they keep on changing all the time.

(b)Add and reduce campsites to improve the ratio of usage on campsites.By analyzing and simulating,the usage of each campsite is different which may lead to waste or congestion at a campsite.Hence,we can adjust the distribution of campsites to arrive the best use.

A Memo to River Managers

Our simulation model is with high edibility and stability in many occasions.It can imitate every party’s behavior when rafting so as to make a clear recognition of the process.

Internal Workings of The Model

Inputs

Our model needs to input initial value of Y,as well as the numbers of attraction sites. Algorithm(Figure2,and Figure3)

Our algorithm represents the whole process of rafting,so we can use it to simulate the process of rafting by inputting various initial values.

Outputs

Based on the algorithm in our paper,our model will output the relative optimal

numbers of parties X.Furthermore,we can also get other information,such as the interval time between two parties at First Launch,a detailed schedule for each party of rafting,the relationship between X and Y and so on.

Summary and Recommendations

After100times of simulating,we come to two conclusions:

(a)The numbers of parties(X)have relations with the numbers of campsites(Y), that is to say,with the increasing of Y,the increasing speed of X goes fast at the first place and then goes down,finally it tends to be steady.Hence,we advice river managers to adjust the numbers of campsites properly to get the optimal numbers of parties.

(b)Add campsites to the high usage of the former campsites and deduce campsites at the low usage of the former campsites.From Figure4,we know that the ratios of every campsites are different,some campsites are frequently used,but some are not.Thus we can infer that the scenic views are attractive,and have attracted lots of parties camping at the campsite.so we can add campsites to this nodes.Else the campsites with low usage have lost attractions which we should reduce the numbers of campsites at those nodes.

References

[1]Karlo?imovi?,Wikipedia,Rafting,https://www.360docs.net/doc/4214603084.html,/wiki/Rafting.

[2] C.A.Roberts and R.Gimblett,Computer Simulation for Rafting Traffic on the

Colorado River,COMPUTER SIMULATION FOR RAFTING TRAFFIC,2001, 19-30.

[3] C.A.Roberts,D.Stallman,J.A.Bieri.Modeling complex human-environment

interactions:the Grand Canyon river trip simulator,Ecological Modeling

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Test New Launch Scheduleson the Colorado River,Washington DC,AWIS

Magazine,Vol.29,No.3,2000,6-10.

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Management Tool for the Colorado River in Grand Canyon National Park,

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[6] B.Wang and R.E.Manning,Computer Simulation Modeling for Recreation

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USA,USA,Vermont05405,1999.

[7]M.M.Meerschaert,Mathematical Modeling(Third Edition).China Machine

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比赛论文格式要求: 1、论文用白色A4纸打印,上下左右各留出2.5厘米的页边距。 2、论文第一页为泉州师范学院大学生数学建模竞赛承诺书,具体内容和格式见附件1,参赛队必须在竞赛承诺书上签名。 3、论文题目和摘要写在论文第二页上,从第三页开始是论文正文。 4、论文从第二页开始编写页码,页码必须位于每页页脚中部,用阿拉伯数字从“1”开始连续编号。 5、论文不能有页眉,论文中不能有任何可能显示答题人身份的标志。 6、论文题目用3号黑体字、一级标题用4号黑体字,并居中。论文中其他汉字一律采用小4号黑色宋体字,行距用单倍行距。图形应绘制在文中相应的位置,比例适当。 7、提醒大家注意:摘要在整篇论文评阅中占有重要权重,请认真书写摘要(最好在300字以内,注意篇幅不能超过一页)。评阅时将首先根据摘要和论文整体结构及概貌对论文优劣进行初步筛选。 8、引用别人的成果或其他公开的资料 (包括网上查到的资料) 必须按照规定的参考文献的表述方式在正文引用处和参考文献中均明确列出。正文引用处用方括号标示参考文献的编号,如[1][3]等;引用书籍还必须指出页码。参考文献按正文中的引用次序列出:(1)参考书籍的表述方式为: [编号] 作者,书名,出版地,出版社,出版年。 (2)参考期刊杂志论文的表述方式为: [编号] 作者,论文名,杂志名,卷期号,起止页码,出版年。 (3)参考网上查到的资料的表达方式: [编号] 作者,资源标题,网址,访问时间(年月日)。 比赛流程: 参赛队伍利用2013.5.11到2013.5.13三天的时间利用所学的知识解决实际问题,由老师根据参赛队伍提交的论文,根据评奖标准评选出一等奖、二等奖、三等奖,评出的优秀队伍将送去参加全国性的比赛。注意:比赛规则与赛场纪律: 1、每个参赛队队员不得超过三名,参赛队队员应是具有泉州师范学院正式学籍的本、专科生,参赛队允许参赛队员跨年级跨专业跨学院组成,三人之间分工明确、协作完成。比赛期间参赛队不得任意换人,若有参赛队队员因特殊原因退出,则缺人比赛。 2、教师可以从事赛前辅导及有关组织工作,但在比赛期间不得以任何形式对参赛队员进行指导或参与讨论。 3、比赛以相对集中的形式进行,比赛期间,参赛队队员可以利

2014年数学建模美赛ABC_题翻译

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二、论文格式规范 (一)“论文首页”编写 竞赛论文首页为“编号页”,只包含队号、队员姓名、学校名信息,第二页起为摘要页和正文页。参赛队有关信息不得出现于首页以外的任何一页,包括摘要页,否则视为违规。 (二)“论文摘要页”编写 竞赛使用“统一摘要面”。为了保证评审质量,提请参赛研究生注意摘要一定要将论文创新点、主要想法、做法、结果、分析结论表达清楚,如果一页纸不够,摘要可以写成两页。

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指导教师或指导教师组负责人(打印并签名): ?(论文纸质版与电子版中的以上信息必须一致,只是电子版中无需签名。以上内容请仔细核对,提交后将不再允许做任何修改。如填写错误,论文可能被取消评奖资格。) 日期: 2014 年 9 月15日 赛区评阅编号(由赛区组委会评阅前进行编号):

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美赛数学建模比赛论文模板

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一、问题的重述 我国电力系统的市场化改革正在积极、稳步地进行,随着用电紧张的缓解,电力市场化将进入新一轮的发展,这给有关产业和研究部门带来了可预期的机遇和挑战。 电网公司在组织电力的交易、调度和配送时,必须遵循电网“安全第一”的原则,同时按照购电费用最小的经济目标,制订如下电力市场交易规则: 1、以15分钟为一个时段组织交易,每台机组在当前时段开始时刻前给出下一个时段的报价。各机组将可用出力由低到高分成至多10段报价,每个段的长度称为段容量,每个段容量报一个段价,段价按段序数单调不减。 2、在当前时段内,市场交易-调度中心根据下一个时段的负荷预报、每台机组的报价、当前出力和出力改变速率,按段价从低到高选取各机组的段容量或其部分,直到它们之和等于预报的负荷,这时每个机组被选入的段容量或其部分之和形成该时段该机组的出力分配预案。最后一个被选入的段价称为该时段的清算价,该时段全部机组的所有出力均按清算价结算。 电网上的每条线路上有功潮流的绝对值有一安全限值,限值还具有一定的相对安全裕度。如果各机组出力分配方案使某条线路上的有功潮流的绝对值超出限值,称为输电阻塞。当发生输电阻塞时,需要按照以下原则进行调整: 1、调整各机组出力分配方案使得输电阻塞消除; 2、如果1做不到,可以使用线路的安全裕度输电,以避免拉闸限电,但要使每条 线路上潮流的绝对值超过限值的百分比尽量小; 3、如果无论怎样分配机组出力都无法使每条线路上的潮流绝对值超过限值的百分 比小于相对安全裕度,则必须在用电侧拉闸限电。 调整分配预案后,一些通过竞价取得发电权的发电容量不能出力;而一些在竞价中未取得发电权的发电容量要在低于对应报价的清算价上出力。因此,发电商和网方将产生经济利益冲突。网方应该为因输电阻塞而不能执行初始交易结果付出代价,网方在结算时应该适当地给发电商以经济补偿,由此引起的费用称之为阻塞费用。网方在电网安全运行的保证下应当同时考虑尽量减少阻塞费用。 现在需要完成的工作如下: 1、某电网有8台发电机组,6条主要线路,附件1中表1和表2的方案0给出了各机组的当前出力和各线路上对应的有功潮流值,方案1~32给出了围绕方案0的一些实验数据,试用这些数据确定各线路上有功潮流关于各发电机组出力的近似表达式。 2、设计一种简明、合理的阻塞费用计算规则,除考虑电力市场规则外,还需注意:在输电阻塞发生时公平地对待序内容量不能出力的部分和报价高于清算价的序外容量出力的部分。 3、假设下一个时段预报的负荷需求是982.4MW,附件1中的表3、表4和表5分别给出了各机组的段容量、段价和爬坡速率的数据,试按照电力市场规则给出下一个时段各机组的出力分配预案。 4、按照表6给出的潮流限值,检查得到的出力分配预案是否会引起输电阻塞,并在发生输电阻塞时,根据安全且经济的原则,调整各机组出力分配方案,并给出与该方案相应的阻塞费用。 5、假设下一个时段预报的负荷需求是1052.8MW,重复3~4的工作。 二、问题的分析

美赛:13215---数模英文论文

Team Control Number For office use only 13215 For office use only T1 ________________ F1 ________________ T2 ________________ F2 ________________ T3 ________________ Problem Chosen F3 ________________ T4 ________________ F4 ________________ C 2012 Mathematical Contest in Modeling (MCM) Summary Sheet (Attach a copy of this page to each copy of your solution paper.) Type a summary of your results on this page. Do not include the name of your school, advisor, or team members on this page. Message Network Modeling for Crime Busting Abstract A particularly popular and challenging problem in crime analysis is to identify the conspirators through analysis of message networks. In this paper, using the data of message traffic, we model to prioritize the likelihood of one’s being conspirator, and nominate the probable conspiracy leaders. We note a fact that any conspirator has at least one message communication with other conspirators, and assume that sending or receiving a message has the same effect, and then develop Model 1, 2 and 3 to make a priority list respectively and Model 4 to nominate the conspiracy leader. In Model 1, we take the amount of one’s suspicious messages and one’s all messages with known conspirators into account, and define a simple composite index to measure the likelihood of one’s being conspirator. Then, considering probability relevance of all nodes, we develop Model 2 based on Law of Total Probability . In this model, probability of one’s being conspirator is the weight sum of probabilities of others directly linking to it. And we develop Algorithm 1 to calculate probabilities of all the network nodes as direct calculation is infeasible. Besides, in order to better quantify one’s relationship to the known conspirators, we develop Model 3, which brings in the concept “shortest path” of graph theory to create an indicator evaluating the likelihood of one’s being conspirator which can be calculated through Algorithm 2. As a result, we compare three priority lists and conclude that the overall rankings are similar but quite changes appear in some nodes. Additionally, when altering the given information, we find that the priority list just changes slightly except for a few nodes, so that we validate the models’ stability. Afterwards, by using Freeman’s centrality method, we develop Model 4 to nominate three most probable leaders: Paul, Elsie, Dolores (senior manager). What’s more, we make some remarks about the models and discuss what could be done to enhance them in the future work. In addition, we further explain Investigation EZ through text and semantic network analysis, so to illustrate the models’ capacity of applying to more complicated cases. Finally, we briefly state the application of our models in other disciplines.

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数学建模全国赛07年A题一等奖论文

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