外文翻译水利工程毕业设计外文翻译

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毕设外文翻译是什么意思(两篇)

毕设外文翻译是什么意思(两篇)

引言概述:在现代高等教育中,毕业设计(或称为毕业论文、学士论文等)是学生完成学业的重要环节。

而对于一些特定的专业,例如翻译专业,有时候还需要完成外文翻译这一项任务。

本文将探讨毕设外文翻译的意义和目的,以及为什么对翻译专业的学生而言这一任务极其重要。

正文内容:1.提高翻译能力和技巧外文翻译是一项对翻译专业学生而言十分重要的任务,通过进行外文翻译,学生们可以通过实践提高自己的翻译能力和技巧。

在这个过程中,他们可以学习如何处理不同类型的外文文本,熟悉不同领域的专业术语,并掌握一些常用的翻译技巧和策略。

2.扩展语言和文化知识毕设外文翻译要求学生们对翻译语言的相关知识和背景有一定的了解。

在进行翻译时,学生们需要遵循目标语言的语法规则,并确保所翻译的内容准确、清晰地传达源语言的意义。

通过这一过程,学生们可以进一步扩展自己的语言和文化知识,提高自己的跨文化沟通能力。

3.提供实践机会毕设外文翻译为学生们提供了一个实践的机会,让他们能够将在课堂上所学到的理论知识应用于实际操作中。

通过实践,学生们可以对所学知识的理解更加深入,同时也可以发现并解决实际翻译过程中的问题和挑战。

这对于学生们将来从事翻译工作时具备更好的实践能力和经验具有重要意义。

4.培养翻译专业素养毕设外文翻译要求学生们具备良好的翻译专业素养。

在进行翻译过程中,学生们需要保持专业的态度和责任心,严谨地对待每一个翻译任务。

他们需要学会如何进行翻译质量的评估和控制,以确保最终翻译稿的准确性和流畅性。

这一系列的要求和实践,可以帮助学生们培养出色的翻译专业素养。

5.提升自我学习和研究能力毕设外文翻译要求学生们进行广泛的文献阅读和研究,以便更好地理解所翻译的内容,并找到适当的翻译方法和策略。

在这个过程中,学生们需要培养自己的自主学习和研究能力,提高对学术和专业领域的敏感性,并能够独立思考和解决问题。

这将对学生们未来的学术研究和进一步的职业发展产生积极的影响。

总结:引言概述:毕业设计外文翻译(Thesis Translation)是指在毕业设计过程中,对相关外文文献进行翻译,并将其应用于研究中,以提供理论支持和参考。

毕业论文(设计)外文文献翻译及原文

毕业论文(设计)外文文献翻译及原文

金融体制、融资约束与投资——来自OECD的实证分析R.SemenovDepartment of Economics,University of Nijmegen,Nijmegen(荷兰内梅亨大学,经济学院)这篇论文考查了OECD的11个国家中现金流量对企业投资的影响.我们发现不同国家之间投资对企业内部可获取资金的敏感性具有显著差异,并且银企之间具有明显的紧密关系的国家的敏感性比银企之间具有公平关系的国家的低.同时,我们发现融资约束与整体金融发展指标不存在关系.我们的结论与资本市场信息和激励问题对企业投资具有重要作用这种观点一致,并且紧密的银企关系会减少这些问题从而增加企业获取外部融资的渠道。

一、引言各个国家的企业在显著不同的金融体制下运行。

金融发展水平的差别(例如,相对GDP的信用额度和相对GDP的相应股票市场的资本化程度),在所有者和管理者关系、企业和债权人的模式中,企业控制的市场活动水平可以很好地被记录.在完美资本市场,对于具有正的净现值投资机会的企业将一直获得资金。

然而,经济理论表明市场摩擦,诸如信息不对称和激励问题会使获得外部资本更加昂贵,并且具有盈利投资机会的企业不一定能够获取所需资本.这表明融资要素,例如内部产生资金数量、新债务和权益的可得性,共同决定了企业的投资决策.现今已经有大量考查外部资金可得性对投资决策的影响的实证资料(可参考,例如Fazzari(1998)、 Hoshi(1991)、 Chapman(1996)、Samuel(1998)).大多数研究结果表明金融变量例如现金流量有助于解释企业的投资水平。

这项研究结果解释表明企业投资受限于外部资金的可得性。

很多模型强调运行正常的金融中介和金融市场有助于改善信息不对称和交易成本,减缓不对称问题,从而促使储蓄资金投着长期和高回报的项目,并且提高资源的有效配置(参看Levine(1997)的评论文章)。

因而我们预期用于更加发达的金融体制的国家的企业将更容易获得外部融资.几位学者已经指出建立企业和金融中介机构可进一步缓解金融市场摩擦。

水利水电工程毕业设计英文翻译,混凝土重力坝

水利水电工程毕业设计英文翻译,混凝土重力坝

Concrete Gravity DamThe type of dam selected for a site depends principally on topographic, geologic,hydrologic, and climatic conditions. Where more than one type can be built, alternative economic estimates are prepared and selection is based on economica considerations.Safety and performance are primary requirements, but construction time and materials often affect economic comparisons.Dam ClassificationDams are classified according to construction materials such as concrete or earth. Concrete dams are further classified as gravity, arch, buttress, or a combination of these. Earthfill dams are gravity dams built of either earth or rock materials, with particular provisions for spillways and seepage control.A concrete gravity dam depends on its own weight for structural stability. The dam may be straight or slightly curved, with the water load transmitted through the dam to the foundation material. Ordinarily, gravity dams have a base width of 0.7 to 0.9 the height of the dam. Solid rock provides the best foundation condition. However, many small concrete dams are built on previous or soft foundations and perform satisfactorily. A concrete gravity dam is well suited for use with an overflow spillway crest. Because of this advantage, it is often combined with an earthfill dam in wide flood plain sites.Arch dams are well suited to narrow V- or U-shaped canyons. Canyon walls must be of rock suitable for carrying the transmitted water load to the sides of the canyon by arch action. Arch sections carry the greatest part of the load; vertical elements carry sufficient load through cantilever action to produce cantilever deflections equal to arch deflections. Ordinarily, the crest length-to-height ratio should be less than 5, although greater ratios have been used. Generally, the base width of modern arch dams is 0.1 to 0.3 the height of the impounded water. A spillway may be designed into the crest of an arch dam.Multiple arches similarly transmit loads to the abutment or ends of the arch. This type of dam is suited to wider valleys. The main thrust and radial shears are transmitted to massive buttresses and then into the foundation material.Buttress dams include flat-slab, multiple-arch, roundhead-buttress, and multiple-dome types. The buttress dam adapts to all site locations. Downstream face slabs and aprons are used for overflow spillways similar to gravity dam spillways. Inclined sliding gates or light-weight low-head gates control the flow.The water loads are transmitted to the foundation by two systems of load-carrying members. The flat slabs, arches, or domes support the direct water load. The face slabs are supported by vertical buttresses. In most flat-slab buttress dams, steel reinforcement is used to carry thetension forces developed in the face slabs and buttress supports. Massive-head buttresses eliminate most tension forces and steel is not necessary.Combiantion designs may utilize one or more of the previously mentioned types of dams. For example, studies may indicate that an earthfill dam with a center concrete gravity overflow spillway section is the most economial in a wide, flat valley. Other design conditions may dictate a multiple-arch and buttress dam section or a buttress and gravity dam combination.Site ExplorationThe dam location is determined by the project’s functions. The exact site within the general location must be determined by careful project consideration and systematic studies.In preliminary studies, two primary factors must be determined-the topography at the site and characteristics of the foundation materials. The first choice of the type of dam is based primarily on these two factors. However, the final choice will usually be controlled by construction cost if other site factors are also considered.Asite exploration requires the preparation of an accurate topographic map for each possible site in the general location. The scale of the maps should be large enough for layout. Exploration primarily determines the conditions that make sites usable or unusable.From the site explorations, tentative sketches can be made of the dam location and project features such as power plants. Physical features at the site must be ascertained in order to make a sketch of the dam and determine the position of materials and work plant during construction. Other factors that may affect dam selection are roadways,fishways, locks, and log passages.TopographyTopography often determines the type of dam. For example, a narrow V-shaped channel may dictate an arch dam. The topography indicates surface characteristics of the valley and the relation of the contours to the various requirements of the structure. Soundness of the rock surface must be included in the topographic study.In a location study, one should select the best position for the dam. An accurate sketch of the dam and how it fits into the topographic features of the valley are often sufficient to permit initial cost estimates. The tentative location of the other dam features should be included in this sketch since items such as spillways can influence the type and location of the dam.Topographic maps can be made from aerial surveys and subsequent contour plotting or they can be obtained from governmental agencies. The topographic survey should be correlated with the site exploration to ensure accuracy. Topographic maps give only the surface profile at thesite. Further geological and foundation analyses are necessary for a final determination of dam feasibility.Foundation and Geological InvestigationFoundation and geological conditions determine the factors that support the weight of the dam. The foundation materials limit the type of dam to a great extent, although such limitations can be compensated for in design.Initial exploration may consist of a few core holes drilled along the tentatively selected site location. Their analysis in relation to the general geology of the area often rules out certain sites as unfeasible, particularly as dam height increases. Once the number of possible site locations has been narrowed down, more detailed geological investiagtions should be considered.The location of all faults, contacts, zones of permeability, fissures, and other underground conditions must be accurately defined. The probable required excavation depth at all points should be derived from the core drill analysis. Extensive drilling into rock formations isn’t necessary for small dams. However, as dam height and safety requirements increase, investigations should be increased in depth and number. If foundation materials are soft, extensive investigations should determine their depth,permeability, and bearing capacity. It is not always necessary orpossible to put a concrete dam on solid rock.The different foundations commonly encountered for dam construction are: (1)solid rock foundations, (2) gravel foundations, (3) silt or fine sand foundations, (4) clay foundations, and (5) nonuniform foundation materials. Small dams on soft foundation ( item 2 through item 5 ) present some additonal design problems such as settlement, prevention of piping, excessive percolation, and protection of foundation from downstream toe erosion. These conditions are above the normal design forces of a concrete dam on a rock foundation. The same problems also exist for earth dams.Geological formations can often be pictured in cross-section by a qualified geologist if he has certain core drill holes upon which to base his overall concept of the geology. However, the plans and specifications should not contain this overall geological concept. Only the logs of the core drill holes should be included for the contractor’s estimates. However, the geological picture of the underlying formations is a great aid in evaluating the dam safety. The appendix consists of excerpts from a geologic report for the site used in the design examples.HydrologyHydrology studies are necessary to estimate diversion requirements during construction, to establish frequency of use of emergency spillways in conjunction with outlets or spillways, to determine peak dischargeestimates for diversion dams, and to provide the basis for power generation. Hydrologic studies are complex; however, simplified procedures may be used for small dams if certain conservative estimates are made to ensure structural safety.Formulas are only a guide to preliminary plans and design computations. The empirical equations provide only peak discharge estimates. However, the designer is more interested in the runoff volume associated with discharge and the time distribution of the flow. With these data, the designer knows both the peak discharge and the total inflow into the reservoir area. This provides a basis for making reliable diversion estimates for irrigation projects, water supply, or power generation.A reliable study of hydrology enables the designer to select the proper spillway capacity to ensure safety. The importance of a safe spillway cannot be overemphasized. Insufficient spillways have caused failures of dams. Adequate spillway capacity is of paramount importance for earthfill and rockfill dams. Concrete dams may be able to withstand moderate overtopping.Spillways release excess water that cannot be retained in the storage space of the reservoir. In the preliminary site exploration, the designer must consider spillway size and location. Site conditions greatly influence the selection of location, type, and components of a spillway. The design flows that the spillway must carry without endangering the dam areequally important. Therefore, study of streamflow is just as critical as the foundation and geological studies of the site.附录2外文翻译混凝土重力坝一个坝址的坝型选择,主要取决于地形、地质、水文和气候条件。

毕业设计外文翻译译文

毕业设计外文翻译译文

1 工程概论1.1 工程专业1.2 工业和技术1.3 现代制造业工程专业1 工程行业是历史上最古老的行业之一。

如果没有在广阔工程领域中应用的那些技术,我们现在的文明绝不会前进。

第一位把岩石凿削成箭和矛的工具匠是现代机械工程师的鼻祖。

那些发现地球上的金属并找到冶炼和使用金属的方法的工匠们是采矿和冶金工程师的先祖。

那些发明了灌溉系统并建造了远古世纪非凡的建筑物的技师是他们那个时代的土木工程师。

2 工程一般被定义为理论科学的实际应用,例如物理和数学。

许多早期的工程设计分支不是基于科学而是经验信息,这些经验信息取决于观察和经历,而不是理论知识。

这是一个倾斜面实际应用的例子,虽然这个概念没有被确切的理解,但是它可以被量化或者数字化的表达出来。

3 从16、17世纪当代初期,量化就已经成为科学知识大爆炸的首要原因之一。

另外一个重要因素是实验法验证理论的发展。

量化包含了把来源于实验的数据和信息转变成确切的数学术语。

这更加强调了数学是现代工程学的语言。

4 从19世纪开始,它的结果的实际而科学的应用已经逐步上升。

机械工程师现在有精确的能力去计算来源于许多不同机构之间错综复杂的相互作用的机械优势。

他拥有能一起工作的既新型又强硬的材料和巨大的新能源。

工业革命开始于使用水和蒸汽一起工作。

从此使用电、汽油和其他能源作动力的机器变得如此广泛以至于它们承担了世界上很大比例的工作。

5 科学知识迅速膨胀的结果之一就是科学和工程专业的数量的增加。

到19世纪末不仅机械、土木、矿业、冶金工程被建立而且更新的化学和电气工程专业出现了。

这种膨胀现象一直持续到现在。

我们现在拥有了核能、石油、航天航空空间以及电气工程等。

每种工程领域之内都有细分。

6 例如,土木工程自身领域之内有如下细分:涉及永久性结构的建筑工程、涉及水或其他液体流动与控制系统的水利工程、涉及供水、净化、排水系统的研究的环境工程。

机械工程主要的细分是工业工程,它涉及的是错综复杂的机械系统,这些系统是工业上的,而非单独的机器。

本科毕业设计外文翻译(中文)

本科毕业设计外文翻译(中文)

本科生毕业设计(论文)外文翻译外文原文题目:Real-time interactive optical micromanipulation of a mixture of high- and low-index particles中文翻译题目:高低折射率微粒混合物的实时交互式光学微操作毕业设计(论文)题目:阵列光镊软件控制系统设计姓名:任有健学院:生命学院班级:06210501指导教师:李勤高低折射率微粒混合物的实时交互式光学微操作Peter John Rodrigo Vincent Ricardo Daria Jesper Glückstad丹麦罗斯基勒DK-4000号,Risø国家实验室光学和等离子研究系jesper.gluckstad@risoe.dkhttp://www.risoe.dk/ofd/competence/ppo.htm摘要:本文论证一种对于胶体的实时交互式光学微操作的方法,胶体中包含两种折射率的微粒,与悬浮介质(0n )相比,分别低于(0L n n <)、高于(0H n n >)悬浮介质的折射率。

球形的高低折射率微粒在横平板上被一批捕获激光束生成的约束光势能捕获,捕获激光束的横剖面可以分为“礼帽形”和“圆环形”两种光强剖面。

这种应用方法在光学捕获的空间分布和个体几何学方面提供了广泛的可重构性。

我们以实验为基础证实了同时捕获又独立操作悬浮于水(0 1.33n =)中不同尺寸的球形碳酸钠微壳( 1.2L n ≈)和聚苯乙烯微珠( 1.57H n =)的独特性质。

©2004 美国光学学会光学分类与标引体系编码:(140.7010)捕获、(170.4520)光学限制与操作和(230.6120)空间光调制器。

1 引言光带有动量和角动量。

伴随于光与物质相互作用的动量转移为我们提供了在介观量级捕获和操作微粒的方法。

过去数十年中的巨大发展已经导致了在生物和物理领域常规光学捕获的各种应用以及下一代光学微操作体系的出现[1-5]。

毕业设计论文外文文献翻译

毕业设计论文外文文献翻译

毕业设计(论文)外文文献翻译院系:财务与会计学院年级专业:201*级财务管理姓名:学号:132148***附件: 财务风险管理【Abstract】Although financial risk has increased significantly in recent years risk and risk management are not contemporary issues。

The result of increasingly global markets is that risk may originate with events thousands of miles away that have nothing to do with the domestic market。

Information is available instantaneously which means that change and subsequent market reactions occur very quickly。

The economic climate and markets can be affected very quickly by changes in exchange rates interest rates and commodity prices。

Counterparties can rapidly become problematic。

As a result it is important to ensure financial risks are identified and managed appropriately. Preparation is a key component of risk management。

【Key Words】Financial risk,Risk management,YieldsI. Financial risks arising1.1What Is Risk1.1.1The concept of riskRisk provides the basis for opportunity. The terms risk and exposure have subtle differences in their meaning. Risk refers to the probability of loss while exposure is the possibility of loss although they are often used interchangeably。

本科毕业设计外文文献翻译

本科毕业设计外文文献翻译

(Shear wall st ructural design ofh igh-lev el fr ameworkWu Jiche ngAbstract : In t his pape r the basic c oncepts of man pow er from th e fra me sh ear w all str uc ture, analy sis of the struct ur al des ign of th e c ont ent of t he fr ame she ar wall, in cludi ng the seism ic wa ll she ar spa本科毕业设计外文文献翻译学校代码: 10128学 号:题 目:Shear wall structural design of high-level framework 学生姓名: 学 院:土木工程学院 系 别:建筑工程系 专 业:土木工程专业(建筑工程方向) 班 级:土木08-(5)班 指导教师: (副教授)nratiodesign, and a concretestructure in themost co mmonly usedframe shear wallstructurethedesign of p oints to note.Keywords: concrete; frameshearwall structure;high-risebuildingsThe wall is amodern high-rise buildings is an impo rtant buildingcontent, the size of theframe shear wall must comply with building regulations. The principle is that the largersizebut the thicknessmust besmaller geometric featuresshouldbe presented to the plate,the force is close to cylindrical.The wall shear wa ll structure is a flatcomponent. Itsexposure to the force along the plane level of therole ofshear and moment, must also take intoaccountthe vertical pressure.Operate under thecombined action ofbending moments and axial force andshear forcebythe cantilever deep beam under the action of the force levelto loo kinto the bottom mounted on the basis of. Shearwall isdividedinto a whole walland theassociated shear wall in theactual project,a wholewallfor exampl e, such as generalhousingconstruction in the gableor fish bone structure filmwalls and small openingswall.Coupled Shear walls are connected bythecoupling beam shear wall.Butbecause thegeneralcoupling beamstiffness is less thanthe wall stiffnessof the limbs,so. Walllimb aloneis obvious.The central beam of theinflection pointtopay attentionto thewall pressure than the limits of the limb axis. Will forma shortwide beams,widecolumn wall limbshear wall openings toolarge component atbothen ds with just the domain of variable cross-section ro din the internalforcesunder theactionof many Walllimb inflection point Therefore, the calcula tions and construction shouldAccordingtoapproximate the framestructure to consider.The designof shear walls shouldbe based on the characteristics of avariety ofwall itself,and differentmechanical ch aracteristicsand requirements,wall oftheinternalforcedistribution and failuremodes of specific and comprehensive consideration of the design reinforcement and structural measures. Frame shear wall structure design is to consider the structure of the overall analysis for both directionsofthehorizontal and verticaleffects. Obtain theinternal force is required in accordancewiththe bias or partial pull normal section forcecalculation.The wall structure oftheframe shear wall structural design of the content frame high-rise buildings, in the actual projectintheuse of themost seismic walls have sufficient quantitiesto meet thelimitsof the layer displacement, the location isrelatively flexible. Seismic wall for continuous layout,full-length through.Should bedesigned to avoid the wall mutations in limb length and alignment is notupand down the hole. The sametime.The inside of the hole marginscolumnshould not belessthan300mm inordertoguaranteethelengthof the column as the edgeof the component and constraint edgecomponents.Thebi-direc tional lateral force resisting structural form of vertical andhorizontalwallconnected.Each other as the affinityof the shear wall. For one, two seismic frame she ar walls,even beam highratio should notgreaterthan 5 and a height of not less than400mm.Midline columnand beams,wall midline shouldnotbe greater tha nthe columnwidthof1/4,in order toreduce thetorsional effect of the seismicaction onthecolumn.Otherwisecan be taken tostrengthen thestirrupratio inthe column tomake up.If theshear wall shearspan thanthe big two. Eventhe beamcro ss-height ratiogreaterthan 2.5, then the design pressure of thecut shouldnotmakeabig 0.2. However, if the shearwallshear spanratioof less than two couplingbeams span of less than 2.5, then the shear compres sion ratiois notgreater than 0.15. Theother hand,the bottom ofthe frame shear wallstructure to enhance thedesign should notbe less than200mmand notlessthanstorey 1/16,otherpartsshouldnot be less than 160mm and not less thanstorey 1/20. Aroundthe wall of the frame shear wall structure shouldbe set to the beam or dark beamand the side columntoform a border. Horizontal distributionofshear walls can from the shear effect,this design when building higher longeror framestructure reinforcement should be appropriatelyincreased, especially in the sensitiveparts of the beam position or temperature, stiffnesschange is bestappropriately increased, thenconsideration shouldbe givento the wallverticalreinforcement,because it is mainly from the bending effect, andtake in some multi-storeyshearwall structurereinforcedreinforcement rate -likelessconstrained edgeofthecomponent or components reinforcement of theedge component.References: [1 sad Hayashi,He Yaming. On the shortshear wall high-rise buildingdesign [J].Keyuan, 2008, (O2).高层框架剪力墙结构设计吴继成摘要: 本文从框架剪力墙结构设计的基本概念人手, 分析了框架剪力墙的构造设计内容, 包括抗震墙、剪跨比等的设计, 并出混凝土结构中最常用的框架剪力墙结构设计的注意要点。

毕业设计论文 外文文献翻译

毕业设计论文 外文文献翻译

毕业设计(论文)外文参考文献翻译计算机科学与信息工程系系(院)2008 届题目企业即时通Instant Messaging for Enterprises课题类型技术开发课题来源自选学生姓名许帅专业班级 04计算机科学与技术指导老师王占中职称工程师完成日期:2008年4 月 6 日目录I NSTANT M ESSAGING FOR E NTERPRISE (1)1. Tips (1)2. Introduction (1)3. First things first (2)4.The While-Accept loop (4)5. Per-Thread class (6)6. The Client class (7)企业即时通 (9)1.提示 (9)2.简介 (9)3.首先第一件事 (10)4.监听循环 (11)5.单线程类 (13)6.用户端类 (14)Instant Messaging for Enterprise1. TipsIf Java is, in fact, yet another computer programming language, you may question why it is so important and why it is being promoted as a revolutionary step in computer programming. The answer isn’t immediately obvious if you’re coming from a tr aditional programming perspective. Although Java is very useful for solving traditional standalone programming problems, it is also important because it will solve programming problems on the World Wide Web. What is the Web?The Web can seem a bit of a mys tery at first, with all this talk of “surfing,”“presence,” and “home pages.” It’s helpful to step back and see what it really is, but to do this you must understand client/server systems, another aspect of computing that is full of confusing issues. The primary idea of a client/server system is that you have a central repository of information,some kind of data, often in a database。

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三峡水利枢纽工程一、坝址及基本枢纽布置三峡工程大坝坝址选定在宜昌市三斗坪,在已建成的葛洲坝水利枢纽上游约40km处。

坝址区河谷开阔,两岸岸坡较平缓,江中原有一小岛(中堡岛),具备良好的分期施工导流条件。

枢纽建筑物基础为坚硬完整的花岗岩体。

修建了宜昌至工地长约28km的专用高速公路及坝下游4公里处的跨江大桥——西陵长江大桥。

还修建了一批坝区码头。

坝区具备良好的交通条件。

The Three Gorges ProjectsFirst. The dam site and basic pivot disposalThe Three Gorges Projects is select to be fixed on San Dou Ping in Yichang, located in about 40 kilometers of the upper reaches of key water control project of Ge Zhou Ba which was built. River valley, district of dam site, is widen, slope, the two sidesof the bank is relatively gentlely. In the central plains have one island (island, fort of China,), possess the good phased construction water conservancy diversion condition. The foundation of pivot building is the hard and intact body of granite. Have built Yichang and gone to stride bridge that place of 4 kilometers in the about 28 -km-long special-purpose expressway of building site and dam low reaches --West Yangtze Bridge of imperial tomb. Have also built the quay of district of a batch of dams. The dam district possesses the good traffic condition.Two. Important water conservancy project buildings1. damThe dam is a concrete gravity dam, which is 2309 meters long, it’s height is 185 meters , the dam is 181 meters high the most. Release floodwater dam section lie riverbed, 483 of the total length, consist of 22 form hole and 23 release floodwater in the deep hole, among them deep hole is imported 90 meters , the mouth size of hole is 7*9 meters; Form hole mouth is 8 meter wide, overflow weir is 158 meters, form hole and deep hole adopt nose bank choose, flow way go on and can disappear. Dam section lies in and releases floodwater on a section of both sides of the dam in the hydropower station, there are hydropower stations that enter water mouth. Enter water mouth baseplate height 108 meters. Pressure input water pipeline for carry person who in charge of, interior diameter 12.40, adopt the armored concrete to receive the strength structure. Make and let out flow of 102500 cubic meters per second the most largely in the dam site while checking the flood.2. power stationsThe power stations adopt the type after the dam to assign the scheme, consist of two groups of factory buildings on left, right and underground factory building altogether. Install 32 sets of hydroelectric generating set together, 14 factory buildings of left bank among them, 12 factory buildings of right bank, 6 underground factory buildings. The hydraulic turbine, in order to mix the flowing type, the specified capacity of the unit of the unit is 700,000 kilowatts.3. open up to navigation buildingThe open up to navigation buildings include permanent lock and ship lift (of the the technological public relations, the steel cable that plans to be replaced with spiral pole technology in the original plan promotes technology), lie in the left bank. Permanent lock double-line five continuous chain of locks. Single grades of floodgate room effective size for 280*34*5, can pass the 10,000 ton-class fleet. The promoting type for single track first grade vertically of the ship lift is designed, it is120*18*3.5 meters to bear the effective size of design of railway carriage or compartment of ship, can pass a combination vessel of 3000 tons once. Total weight is 11800 tons to bear the design of railway carriage or compartment of ship when operating, it is 6000 newtons to always promote strength.Three.The major project amount and arranges in time limitThe subject building of the project and major project amount of the water conservancy diversion project are: Excavate 102,830,000 cubic meters in cubic metre of earth and stone, fill out and build 31,980,000 cubic meters in cubic metre of earth and stone, concrete builds 27,940,000 cubic meters, 463,000 tons of reinforcing bars, make and fit 32 with hydroelectric generating set. All project construction tasks were divided into three stages and finished, all time limit was 17 years. The first stage (1993-1997 year) is preparation of construction and the first stage of the project, it takes 5 years to construct, regard realizing damming in the great river as the sign. The second stage (1998-2003 year) is the second stage, it takes 6 years to construct, lock as initial conservation storage of the reservoir, the first batch of aircrews generate electricity and is open up to navigation with the permanent lock as. The third stage (2004-2009 year) is the third stage of the project, it takes 6 years to construct, regard realizing the sign all aircrews generate electricity and finish building with all of multi-purpose project as. One, two project finish as scheduled already, the third stage of the project in inside the plan to construct too, ship lift tackle key problems of not going on intensely.Four. Enormous benefit of the Three Gorges ProjectsThe Three Gorges Projects is the greatest water control project in China ,also in the world , it is the key project in controlling and developing the Changjiang River. The normal water storage level of the Three Gorges Projects reservoir is 175 meters, installed capacity is 39,300 million cubic meters; The total length of the reservoir is more than 600 kilometers, width is 1.1 kilometers on average; The area of the reservoir is 1084 sq. km.. It has enormous comprehensive benefits such as preventing flood, generating electricity, shipping,etc..1. prevent floodPrimary goal of building the Three Gorges Projects is to prevent flood . The key water control project in Sanxia is the key project that the midstream and downstream of the Changjiang River prevent flood in the system. Regulated and stored by the reservoir of Sanxia, form the capacity of reservoir in the upper reaches as river type reservoir of 39,300 million cubic meters, can regulate storage capacity and reach 22,150 million cubic meters, can intercept the flood came above of Yichang effectively, cut down flood crest flow greatly, make Jingjiang section prevent flood standard meet, improve from at present a about over ten years to once-in-a-hundred-year. Meet millennium first special great flood that meet, can cooperate with Jingjiang flood diversion partition application of flood storage project, the crushing calamity of preventing the occurrence of both sides of section of Jingjiang and bursting in the main dike, lighten midstream and downstream losing and flood threat to Wuhan of big flood, and can create conditions for administration of Dongting Hu district.2. generates electricityThe most direct economic benefits of the Three Gorges Projects is to generate electricity . Equilibrate the contradiction that contemporary China develops economic and serious energy shortage at a high speed, the hydroelectric resources that a clean one can be regenerated are undoubtedly optimum choices. The total installed capacity of powerstation of Sanxia is 18,200,000 kilowatts, annual average generation is 84,680 million kilowatt hours. It will offer the reliable, cheap, clean regenerated energy for areas such as East China, Central China and South China of economic development, energy deficiency,etc.It play a great role in economic development and environmental pollution of reducing.Electric power resource that the Three Gorges Projects offers, if given a workforce of electricity generation by thermal power, mean building 10 more thermal power plants of 1,800,000 kilowatts, excavate more 50 million tons of raw coals every year on average. Besides environment of influencing of the waste residue, it will also discharge a large number of carbon dioxide which form the global greenhouse effects every year, cause the sulfur dioxide of acid rain, poisonous gas carbon monoxide and nitrogen oxide. At the same time, it will also produce a large amount of floating dust, dustfall,etc…Thermal power plant and abandon dreg field extensive occupation of land seize more land from East China, Central China area that have a large population and a few land just originally this. This not only makes China bear the pressure that greater environment brings in the future, cause unfavorable influence on the global environment too.3. shippingSanxia reservoir improve Yichang go to Chongqing channel of the Changjiang River of 660 kilometers notably, the 10,000 ton-class fleet can go to the harbour of Chongqing directly. The channel can rise to 50 million tons from about 10 million tons at present through ability in one-way year, transporting the cost can be reduced by 35-37%. Unless until reservoir regulate, Yichang low water flows minimum seasons downstream,whose name is can since at present 3000 cubic meters /second improve until 5000 cubic meters per above second, the shipping condition get greater improvement too to enable the Changjiang River in low water season of midstream and downstream.Five. The questions in building the Three Gorges Projects1. silt issuethe Changjiang River Yichang Duan Nian amount of sand failed 530 million tons, silt the reservoir of Sanxia up. The reservoir blocks water level is 175 meters high, installed capacity is 39,300 million m3 normally,its die water level is 145 meters, the minimum capacity of a reservoir is 17,200 million m3, storage capacity 22,100 million m3, the conservation storage regulates the capacity of reservoir 16,500 million m3. The operation scheme of the reservoir is: Limit height is 145 meters of water level, in flood season, meet flood adjust big under 56700 m3 per second, and power station smooth to let out through deep hole over 3 years, can reduce the sand of the reservoir to deposit. Great flood comes, the reservoir is adjusted bigly, still put and let out 56700 m3 per second; Deposit towards the reservoir after the flood. The reservoir begins conservation storage, between about two months and normal water storage level 175 meters high in September. The water level of the storehouse is dropped to 155 meters high before the flood next year, utilize conservation storage to generate electricity. In 155 meters water level, can keep the river shipping of Sichuan. By flood season, the water level was dropped to 145 meters water level again, because the flow was large at that time, could keep the river shipping of Sichuan. This is a reservoir operation scheme of innovation.2. question that the slope comes down by the bank of reservoir areaThe question that the slope comes down is through detailed geological survey by 2 reservoir area banks, there is several to come down potentially on water bank of Kuku of Sanxia, the big one can be up to millions of m3. But closest to dam site potential landslide, too far on 26kilometers, such as happen, come down, shock wave that evoke get dam disappear, reduce 2-3 meters to to be high, it is safe not to influence the dam. In addition, if the slippery wave happens in the bank of the storehouse, because the reservoir is wide and deep, will not influence shipping.3. engineering question of the pivotThe pivot of Three Gorges is 185 meters high concrete gravity dam pivots and 18,200,000kW, the project amount is large, but all regular projects after all, our country has more experience. The stability problem of some foundation can meet the safe requirement through dealing with. 700,000kW hydroelectric generating set, imported from foreign countries in the first batch, was made by oneself at home later. The more complicated one is lock of five grades of Line two, deep-cut in the rock bank, slope reaches 170 meters at the supreme side, the underpart floodgate room vertical 60 meters, high rock slope stability worries about. But the meticulous research of engineer and constructors is designed, blown up and the anchor is firm and excavating, the rock slope is steady in a long-term. There is ship lift of 3000t passenger steamer, it is the biggest in the world, in course of designing and studying, and repair the test and use the ship lift first.4.ecological environment problemThe respect useful to ecological environment of the Three Gorges Projects is: Prevent and cure downstream land and cities and towns to flood, reduce the air pollution of electricity generation by thermal power, improve some climate, the reservoir can breed fish etc.. The respect disadvantageous to ecology is: Flood more than 300,000 mu of cultivated land, ground of fruit is more than 200,000 mu, immigrants reach the highland by the storehouse, will destroy the ecological environment, the still water weakens the sewage self-purification ability, worsen water quality, influence reproduction of the wild animal,etc. in the reservoir. So is both advantageous and disadvantageous, do nothinder building the Three Gorges Projects. Should reduce being unfavorable to minimum extent, it is mainly that reservoir immigrants want to plant trees and grass, build the terraced fields, ecological environment protection, does not require the self-sufficiency of grain. Accomplish these, want making a great effort and fund. Control blowdown such as Chongqing, Fuling, Wan County, carry on sewage disposal, protect the water quality of the reservoir, protect the wild animal, set up the protection zone. Although ecological environment protection is difficult, must solve and can solve. As for the scenery of Sanxia, because the high near kilometer of rock bank, and Sanxia dam is only in fact higher than the river surface 110 meters. The scenery basically remains unchanged, the high gorge produces Pinghu, increase even more beautifully.Six. Immigrant's question in the reservoir area The reservoir of Sanxia will flood 632 sq. km. of land area, will involve Chongqing, 20 county (market) of Hubei. The reservoir of Sanxia floods and involves 2 cities, 11 county towns, 116 market towns; Flood or flood 1599 of industrial and mining enterprises that influence, reservoir flood line there are 24,500 hectares of cultivated land in all; Flood 824.25 kilometers of highways, 92,200 kilowatts of power stations; The area of house of flooding area is 34,596,000 square meters, total population of living in the flooding area is 844,100 people (agricultural population 361,500 people among them). Consider population growth and other factors of moving etc. two times during construction, the total population of trends of reservoir immigration allocation of Sanxia will be up to 1,130,000 people. The task is arduous, but must find a room for good immigrants, make its life improve to some extent, help immigrants to create the working condition, live plainly and struggle hard through 20years, grow rich. Most immigrants retreat to the highland, it is nonlocal that some immigrants get. The reservoir of Sanxia will flood 632 sq. km. of land area, will involve Chongqing, 20 county (market) of Hubei. The reservoir of Sanxia floods and involves 2 cities, 11 county towns, 116 market towns; Flood or flood 1599 of industrial and mining enterprises that influence, reservoir flood line own cultivated land (suck the ground of mandarin orange) 24,500 hectares in common; Flood 824.25 kilometers of highways, 92,200 kilowatts of power stations; The area of house of flooding area is 34,596,000 square meters, The total population of living in the flooding area is 844,100 people (agricultural population 361,500 people among them). Consider population growth and other factors of moving etc. two times during construction, the total population of trends of reservoir immigration allocation of Sanxia will be up to 1,130,000 people.1.exploration and opening of the immigrants in SanxiaThe exploration of an immigrant in Sanxia and open country are in the engineering construction of Sanxia, implement immigrant's policy of the exploration, relevant people's governments organize and lead immigrants to arrange work, use immigrant's funds in a unified manner, exploit natural resources rationally, based on agriculture, the agriculture,industry and commerce combine, through many channel, many industries, multi-form, many method find a room for immigrants properly, immigrants' living standard reach or exceed originally and competently, and create the condition for long-term economic development and improvement of immigrant's living standard of reservoir area of Three Gorges. Immigrant's policy of the exploration, is a great reform of the reservoir immigrants of our country. Policy this, and reservoir area of Three Gorges immigrant put forward at the foundation of pilot project eight year in experience and lessons that immigrant work since new China set up of summarizing. At the beginning of reservoir immigrants in Sanxia, carry out exploration immigrants' principles andpolicies, insist the country supports, the policy is favourable, each side supports, principle of relying on one's own efforts, appeared by the government, develop local resources in a planned way, expand the capacity of placing, help, offer service of forming a complete set, wide to open up, produce the life way, make it reach " take out offing, goal that so steady as to live, can get rich progressively ". Meanwhile, the country approves reservoir area of Three Gorges as " the open economic region of Sanxia ", enjoy some special policies opening to the outside world in the coastal area, call the immigrants in Sanxia of the developed coordinated cooperation of province and city, immigrant's enterprises and relevant The factor of production has been pushed to the broader large market. The governments at all levels of reservoir area of Three Gorges have issued some development coordinated cooperation, favourable measure inviting outside investment too. Reservoir area immigrant demonstrate with open to urge, develop, in order to develop, urge benign situation that place.2. reorganization and expansion of the immigrants in SanxiaThe reorganization of immigrants in Sanxia and the expansion immigrants in Sanxia are that one involve undertaking that the society of reservoir area reconstruct, resources are recombinated, the recombinating is one of the prominent characteristics of the immigrants in Sanxia, move the fundamental difference duplicated with traditional simple compensation immigrants, former state too. Implement immigrant's policy of the exploration, must demand to combine immigrants to move, reconfigure the factor of production, thus improve the disposition efficiency of resources, form new productivity. Expand while being what is called, expansion of scale, improvement of structure even more, function strengthen improvement of quality. Look with the view of development economics and implement the course of exploration immigrants, it is the course of economic expansion of reservoir area. Exploration immigrants begin from expanding, andending at realizing expanding, the course that the whole immigrant move and rebuild one's home is running through economic expansion, full of to the yearning that expands in the future. Certainly, in actual operation, should set out from immigrant's reality to pay attention to all, insist reason is expanded.Seven. Investment and benefit questionInvests 90,090 million yuan (1993 price) in investment and the Three Gorges Projects static behavior of benefit question, invests more than about 200 billion yuan dynamically while finishing in project. The investment source of the Three Gorges Projects is as follows, state loan, state-run hydropower station each of price of electricity raise the price 0.4-0.7 fen, power station electric rate income of Ge Zhou Ba, the electric rate income after the power station of Sanxia generates electricity wait for, the country has this financial resources to guarantee to invest in putting in place. About benefit, it is estimated it in ten years after the Three Gorges Projects is built up, total project investment principal and interest, unless including project fee and fee for immigration, can have repaid with electric rate income,it prevent flood, shipping,etc. share make the investment. And the Three Gorges Projects prevent flood, generate electricity, shipping,etc. benefit long-term, and enormous social benefit. Therefore, benefit of the Three Gorges Projects is very great, there is increase slightly to even make the investment, it is very rational too to repay service life to slightly lengthen.三峡水利枢纽工程一、坝址及基本枢纽布置三峡工程大坝坝址选定在宜昌市三斗坪,在已建成的葛洲坝水利枢纽上游约40km处。

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