水利工程三峡水利枢纽工程外文翻译文献

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三峡电站

三峡电站

三峡水利枢纽三峡水利枢纽(Three Gorges Hydro Projeot) 开发和治理长江的关键性骨干工程。

位于中国长江干流三峡中的西陵峡,坝址在湖北省宜昌市三斗坪,距三峡出口南津关38km,在已建的葛洲坝水利枢纽上游40km,是开发和治理长江的关键性骨干工程,具有防洪、发电、航运等巨大的综合效益,是当今世界上最大的水利枢纽工程。

简称三峡工程。

规划概要枢纽控制流域面积100万km2,占长江流域面积的56%。

坝址处多年平均流量14300m3/s,实测最大洪水流量71100m3/s,历史最大洪水流量105000m3/s,多年平均悬移质输沙量5.3亿t。

坝区地壳稳定,地震基本烈度为Ⅵ度。

坝址区河谷开阔,谷底宽约1000m,河床右侧有中堡岛,将长江分为大江和后河。

两岸谷坡平缓,冲沟发育,岩石风化层较厚。

坝址基岩为坚硬的前震旦纪闪云斜长花岗岩,强度高,断层不发育,裂隙规模较小,以陡倾角为主,微风化和新鲜岩体的透水性微弱。

坝址具备修建高坝的良好地质条件。

中国对兴建三峡水利工程的设想和探索由来已久。

早在20世纪初,孙中山先生曾提出开发三峡水力资源的设想。

1944年中国资源委员会与美国垦务局的萨凡奇,J.L.博士等协作进行了建坝方案的研究,提出了在南津关建坝的扬子江三峡计划初步报告。

中华人民共和国成立后,开展了三峡工程建设的前期工作,水利部长江水利委员会做了大量的勘测、科研和规划设计工作。

1986年原水利电力部组织各方面专家对三峡工程的可行性进行论证,认为三峡工程对长江中游防洪的作用不可代替,发电、航运效益巨大,移民及环境问题可以妥善解决,应早日兴建。

根据论证成果,水利部长江水利委员会于1989年提出三峡工程可行性研究报告,经国务院审查后,于1992年4月3日在第7届全国人大第5次会议上审议通过,将兴建长江三峡水利枢纽列入国民经济和社会发展十年规划。

三峡水利枢纽工程方案的要点是,合理选择枢纽工程规模和确定水库正常蓄水位。

最新英语外研 The Three Gorges Dam

最新英语外研 The Three Gorges Dam

英语外研 The Three Gorges Dam------------滚滚长江,泱泱中华。

毛泽东畅游长江时,挥毫留下了浪漫之作《水调歌头·游咏》,为我们描绘了“高峡出平湖,神女应无羌,当惊世界殊”的壮美图画。

而今,葛洲坝上游兴建的三峡工程将成为世界上最大的水力发电站,万吨巨轮可驶抵重庆,三峡景色将更加绚丽多姿。

The Yangtze River is home to one of the most beautiful natural scenes of China —the Three Gorges. But for generations, Chinese people have long dreamed of taming the Yangtze River for power generation and flood control. The river’s endless floods have brought destruction and death for centuries —1 million deaths in the 20th century alone.Nowadays, along the Yangtze River, the third longest river in the world, a great construction project, the Three Gorges Dam is in progress. Once completed, it will be the largest and most powerful hydro-electric project in the world. Towering 610 feet high and stretching 1.3 miles wide, the dam will create a reservoir that extends nearly 400 miles upstream thus changing the original landscape of this region.The project has been under discussion in China since the idea of the dam was first proposed in 1919. The Three Gorges Dam is both a marvel of engineering and the greatest challenge its designers have ever faced. The Three Gorges Dam has been engineered to store over 5 trillion gallons(加仑) of water and to withstand an earthquake of 7.0 on the Richter scale(里氏震级). The reservoir will allow 10,000-ton ships to enter the nation’s interior, which currently limits access to boats under 1,500 tons. In addition, the government says the dam will control terrifying floods and pro vide electrical power to China’s growing cities.Like China’s Great Wall, it will be one of the few manmade structures that can be seen from space. The Chinese government and the dam’s engineers think of the project as a symbol of national pride. In early 1999 Chinese Premier Zhu Rongji inspected the dam site. He told the engineers, "The responsibility on your shoulders is heavier than a mountain. Any care-lessness or negligence will bring disasters to our future generations."Sure enough, engineers do shoulder heavy responsibility. We hope in the near future we’ll see a new wonder they create for China.Open questions:1. What will the people benefit from the Three Gorges Dam?2. Is there any negative influence of the Three Gorges Dam?小字典tame v.驯服reservoir n.水库propose v.建议withstand v.抵挡negligence n.疏忽。

水利水电专业 外文翻译 外文文献 英文文献 填料的填筑和保护

水利水电专业  外文翻译 外文文献 英文文献 填料的填筑和保护

Placing and protecting fillFill shall be placed so that mo part of the final foundation surface remains exposed for more than 72 hours.Fill shall be placed in such methods as will prevent segregation of the material.Where the Contract requires the placing of different types of fill in separate zones,the Contractor shall carry out the work so as to prebent mixing of different types of fill.Shoud there be ,in the opinion of the Engineer, any excessive mixing of different types of fill , such mixed materials shall be removed to a spoil tip and replaced with fresh fill.Any undesirable material accumulated on the fill surface shall be removed before placeing the next layer of fill.No fill material shall be placed on a previous layer of that has dried out,become saturated or in any way deteriorated by exposure or by spilling of other material or disterbance by mechanical transport or by deposition of wind blown particles or by any other means. Before fresh fill material is placed aoo such deteriorated fill or foreign material shall be removed to a depth at which material of an acceptable standard is exposed. The surface of each layer is to be approved by the Engineer before the next layer is placed.Any fill shall be placed in uniform layers not greater than the approved thickness as specified hereafter and in an orderly sequence approximately horizontal along the centreline of the embankments.Except where specified of directed otherwise, no portion of any embankment shall be stepped more than 3 feet higher than any immediately adjacent portion except where permitted by the Engineer and the slope formed by such steps shall not exceed 1V:3H and not less than 1V:4H from one level to another.Except as shown on the Drawings or as otherwise directed, all fill placement surfaces shall be sloped at right angles to the centerline of the embankment in both the upstream and downstream direction from the downstream edge of the core so as to allow run-off and prevent the accumulation of water. The drainage slope on the temporary surface of anny zone shall not exceed 1 on 30 and the highest pointshall be de downstream edge of the core.Where,due to the specified geometry of the excavation into the top of the existing embankments, the surface slope is towards the downstream edge of the core, the Contractor shall take such measures an necessary to prevent erosion of fine material being washed into the filter zones downstream of the core. Any surface layer of filter material contaminated by such drainage or other cause shall be removed and replaced with fresh filter material before placing the next layer above.Construction of any one embankment shall be carried out over the maximum possible length,mo less than 1500 feet,of that embankment in such a manner that mo temporary construction slope crosses the axis of the embankment except as approved by the Engineer. Where a temporary constrction slope crossing the axis of the embankment is permitted by the Engineer it shall be formed at a gradient of 1V:5H. When subsequently placeing material against this slope it shall be cut back in steps equal to the layer thickness to avoid feather edges. The Contractor shall complete each layer of fill fully up to the abutment contacts and structures and against sloping foundations and ensure that the fill is compacted an specified throughout. The Contractor shall not allow the fill in those areas to lag behind or to get ahead of the normal fill placing operations and form feather edges, except where fill has been placed in advance to cover grouted surface.Where the Contractor is allowed to use either grvel fill and /or sandstone no intermixing of the two materials in a layer shall be allowed. The Constractor may place either of the materials in adjacent layers or sections of the embankment.The Constractor shall be responsible for protecting temporary fill surfaces against damage of erosion. At the end of each working day,or if it start to rain ,the surface of the fill shall be made smooth and compacted with a smooth drum roller with a drainage slope to induce runoff from the filled areas and leave no areas that can retain water. Where necessary, grips,drainage ditches and the like shall be formed to assist drainage and toprevent runoff from damaging placed material.Runoff from heavy rain shall be controlled to prevent gully erosion of the placed fill. Any gully erosion shall be repaired with material compacted in accordance with the Specification, and eroded surfaces shall be restored and graded to ensure a proper bond with new fill placed on them.Any eroded material other than gravel and any contaminated material shall be removed from the embankment and placed in designated spoil tips. In particular the Contractor shall ensure that no material is washed into filter or drain material.Where placing of the filter material of drain material is not continuous ,the Constractor shall protect such filter or drain materials by a 2 foot thick layer of course filter material or in such other manner approved by the Engineer,and the Contractor shall maintain the protective layer.The Contractor shall keep the work free from standing water to prevent damage to the fill material. When working below the surrounding level, the Contractor shall ensure that material from adjacent areas does not contaminate the fill material,and that runoff does not flow onto the fill.The Contractor shall arrange the timing and rate of placing fill material in sucn way that no part of the workes is over stressed,weakened or endangered. Any part of the fill that be comes saturated or attains excessive moisture content or that is rendered unsuitable due to poor surface drainage, uncontrolled traffic,or for any other reason, shall be excavated and removed to a spoil tip and replaced by fresh fill .If permitted by the Engineer, such fill may be scarified and re-compacted.Unless otherwise approved by the Engineer unrestrained edges of fill, whether for temporary or permanent slops, shall be overbuilt as necessary to allow full compaction to be achieved within defined limits of the fill. The excess material shall be trimmed and removed to leave a regular compacted surface.Slope exposed to view,including riprap and downstream protection slopes, shall be dressed to neatly appearing final surfaces matching the existing slopes.Temporary access ramps shall be removed when work in that area is completed. Any ramps or other areas within the limits of an embankment which, in the opinion of the Engineer have been over-compacted or damaged by the concentrated use by construction equipment,shall be reworked and re-compacted or,if the Engineer requires,shall be excavated, removed to spoil tip and replaced by the fresh fill.When necessary the surface of the layer of fine grained fill material(rolled clay,rolled silt Type A and B ,Rolled Sandstone Type A and B) shall be sprayed with water to prevent drying out and to maintain the correct uniform moisture content prior to placing the next layer.The Contractor shall ensure that a good bond is achieved between layers of filland unless otherwise directed, previously compacted layers of fine grain materials shall be harrowed, scarified or otherwise roughened to depth of at least 3 inches and made suitable for covering with future layer of fill.填料的填筑和保护大坝填筑的方式应做到:无论哪一部分的填料填筑后,最后的基础面暴露的时间不超过72小时。

水利水电毕业设计外文文献翻译

水利水电毕业设计外文文献翻译

水工建筑物,29卷,9号,1995旋涡隧道溢洪道。

液压操作条件M . A .戈蓝,B. zhivotovskii,我·诺维科娃,V . B .罗季奥诺夫,和NN罗萨娜娃隧道式溢洪道,广泛应用于中、高压液压工程。

因此研究这类溢洪道这是一个重要的和紧迫的任务,帮助在水工建筑中使用这些类型的溢洪道可以帮助制定最佳的和可靠的溢洪道结构。

有鉴于此,我们希望引起读者的注意,基本上是新的概念(即,在配置和操作条件),利用旋涡流溢洪道[1,2,3,4 ]。

一方面,这些类型的溢洪道可能大规模的耗散的动能的流动的尾段。

因此,流量稍涡旋式和轴向流经溢洪道的尾端,不会产生汽蚀损害。

另一方面,在危险的影响下,高流量的流线型面下降超过长度时,最初的尾水管增加的压力在墙上所造成的离心力的影响。

一些结构性的研究隧道溢洪道液压等工程rogunskii,泰瑞,tel'mamskii,和tupolangskii液压工程的基础上存在的不同的经营原则现在已经完成了。

这些结构可能是分为以下基本组:-涡旋式(或所谓的single-vortex型)与光滑溢洪道水流的消能在隧道的长度时的研究的直径和高度的隧道;参看。

图1),而横截面的隧道是圆或近圆其整个长度。

涡旋式溢洪道-与越来越大的能量耗散的旋涡流在较短的长度- <(60——80)高温非圆断面导流洞(马蹄形,方形,三角形),连接到涡室或通过一个耗能(扩大)室(图2)[ 5,6 ]或手段顺利过渡断[ 7];-溢洪道两根或更多互动旋涡流动耗能放电室[ 8 ]或特殊耗能器,被称为“counter-vortex耗能”[ 2,4 ]。

终端部分尾水洞涡流溢洪道可以构造的形式,一个挑斗,消力池,或特殊结构取决于流量的出口从隧道和条件的下游航道。

液压系统用于的流量的尾管可能涉及可以使用overflowtype或自由落体式结构。

涡旋式溢洪道光滑或加速[ 7 ]能量耗散的整个长度的水管道是最简单和最有前途的各类液压结构。

关于国三峡电力工程的英文新闻

关于国三峡电力工程的英文新闻

关于国三峡电力工程的英文新闻Three Gorges Dam: A Landmark in China's Power GenerationThe Three Gorges Dam is an extraordinary feat of engineering that has become an iconic symbol of China's prowess in the field of power generation. Located on the Yangtze River, the world's third longest river, this colossal project stands as the largest hydroelectric power station in the world, playing a significant role in the realm of renewable energy. With its completion in 2012, the Three Gorges Dam has not only contributed to China's energy security but also brought about notable socio-economic and environmental changes.The construction of the Three Gorges Dam began in 1994 and was completed after 18 years of relentless effort. The project involved the building of a dam and a hydroelectric power station, harnessing the immense power of the Yangtze River. To accommodate its mammoth size, a 2.3-kilometer long and 185-meter tall dam was built with over 70 million cubic meters of concrete, which alone stands as a magnificent engineering achievement. The hydropower plant, equipped with 32 turbines, has a combined installed capacity of 22.5 gigawatts, generating an average annual output of 100 billion kilowatt-hours. This colossal facility not only meets the growing energy demand of China but also significantly reduces the nation's reliance on coal, thus curbing carbon emissions and combating climate change.The Three Gorges Dam has immensely benefited China's socio-economic development. Through its high energy capacity, it has provided a stable and reliable power supply to meet the ever-increasing demand fromthe rapidly growing industrial and residential sectors. This uninterrupted power supply has been instrumental in bolstering economic growth, attracting foreign investments, and improving living standards. Moreover, the project has created numerous employment opportunities during both its construction and operation phases, leading to a boost in local economies and enhancing the livelihoods of those residing in the surrounding areas. The dam has also facilitated the navigation of larger cargo ships along the Yangtze River, thereby supporting trade and transportation, and fostering regional integration.Aside from the socio-economic benefits, the Three Gorges Dam has had a transformative impact on the environment. By replacing traditional coal-fired power plants, it has reduced China's reliance on fossil fuels, resulting in a substantial decline in greenhouse gas emissions. The dam has also played a pivotal role in flood control, mitigating the devastating effects of frequent Yangtze River floods. Its massive reservoir has the capacity to hold 39.3 billion cubic meters of water, effectively reducing downstream flood peaks and protecting millions of people who live along the river. Furthermore, the dam has facilitated the regulation of water levels, ensuring a continuous supply of water for domestic, agricultural, and industrial purposes.Despite its remarkable achievements, the Three Gorges Dam has not been without its share of controversies. The project involved the resettlement of over 1.3 million people, leading to the displacement of numerous communities and the loss of cultural heritage sites. Additionally, the dam has caused the submergence of vast areas of fertile agricultural land and triggered ecological changes in the surrounding ecosystems. Concerns have also been raised about the dam's impact on sedimentation downstream,affecting the river's ecology and potentially exacerbating erosion and riverbank instability.Nevertheless, the Three Gorges Dam represents a groundbreaking landmark in China's pursuit of sustainable energy generation. Its immense power-generating capacity, economic contributions, and environmental benefits cannot be disregarded. As China continues to prioritize clean and renewable energy sources, the Three Gorges Dam stands as a testament to the nation's commitment to creating a greener and more sustainable future.In conclusion, the Three Gorges Dam is a remarkable testament to China's engineering prowess and commitment to renewable energy. This colossal undertaking has not only provided a significant boost to China's power generation capacity but has also contributed to economic growth and environmental sustainability. While controversies surrounding the project persist, it is undeniable that the Three Gorges Dam remains a remarkable achievement that will be remembered for generations to come.。

水利水电工程专业标准闸门的底流毕业论文外文文献翻译及原文

水利水电工程专业标准闸门的底流毕业论文外文文献翻译及原文

毕业设计(论文)外文文献翻译文献、资料中文题目:标准闸门的底流文献、资料英文题目:文献、资料来源:文献、资料发表(出版)日期:院(部):专业:班级:姓名:学号:指导教师:翻译日期: 2017.02.14外文原文Experiments in Fluids 27 (1999) 339—350 Springer-Verlag 1999Underflow of standard sluice gateA.Roth, W. H. Hager1. IntroductionGates are a hydraulic structure that allows regulation of an upstream water elevation. Among a wide number of gate designs, the so-called standard gate with a vertical gate structure containing a standard crest positioned in an almost horizontal smooth rectangular channel has particular significance in low head applications. Surface roughness of both the channel and the gate is small and thus insignificant. Standard gates are used both in laboratories and in irrigation channels, large sewers or in hydraulic structures. Compared to overflow structures, or in particular to the sharp-crested weir, standard gates have received scarce attention. The knowledge is particularly poor regarding the basic hydraulics, whereas studies relating to vibration of these gates are available. The present project describes new findings on standard gate flow, involving: (1) Scale effects; (2) Coefficient of discharge; (3) Surface Ridge; (4) Features of shock waves; (5) Velocity field; (6) Bottom and gate pressure distributions; (7) Corner vortices; and (8) Vortex intensities. A novel device to reduce shock waves in the downstream channel is also proposed.2. Present knowledgeThe present knowledge on gates was recently summarized by Lewin (1995). There is a short chapter on vertical gates containing some information on discharge and contraction coefficients,with a relatively large scatter of data. This reflects the present state, and gate flow is far from being understood from this point of view, therefore. Historical studies on underflow gates are available, and it is currently a common belief that the discharge character is tics of vertical gates have been detailed in the past century. This is definitelynot the case, because of the accuracy of discharge measurement, and the small hydraulic models often used. Well known approaches include those of Boileau (1848), Bor-nemann (1871, 1880), containing summaries of the experiments of Lesbros et al. Haberstroh (1890), Gibson (1920),Hurst and Watt (1925), Keutner (1932, 1935), Fawer (1937),Escande(1938), Gentilini(1941), and Smetana(1948). In these historical experimental studies, the exact geometrical configurations are often poorly specified, and the data are not always available. Details of gate fixation are also not described. The first modern study relating to free gate flow was conducted by Rajaratnam and Subramanya (1967). The coefficient of discharge was related to the difference of flow depths in the up- and downstream sections hCa, where o c h approach flow depth, coefficient of contraction and o c agate opening. According to observations for both free and submerged flow C is exclusively a function of the relative gated opening a/h , and C increases slightly as a/h increases,o d o starting from C0.595. The effect of skin friction was stated d to be there as on for deviations between computations based on the potential flow theory and observations. Rajaratnam (1977) conducted a second study on vertical gates in a rectangular channel 311mm wide, with gate openings between 26 and 101 mm. The axial free surface profile downstream of the gate section was shown to be self-similar. Nout sopoulos and Fanariotis (1978) pointed at the significant scatter of data relating to both coefficients of contraction and discharge. The deviations between observations and theory were attributed to the spatial flow characteristics, and the channels too small often used in laboratories. Nago(1978) made observation sina400 mm wide rectangular channel with a gate opening of 60 mm. C was found to decrease with increasing relative gate opening, from 0.595 for a/h 0 to 0.52 for a/h0.50.o o.Rajarat namand Humphries (1982) considered the free flow characteristics upstream of a vertical gate, as an addition to previous studies. The channel used was 311mm wide, and gate openings were a25 and 50 mm. Their data refer to the up streamrecirculation zone, the bottom pressure distribution, and the velocity field. Montes (1997) furnished a solution for the 2D outflow using conformal mapping, compared the coefficient of contraction with experiments, and identified deviations due to viscosity effects. The surface profiles up and downstream rom the gate section were studied, exclusively in terms of gate opening. Energy losses across a gate were related to the boundary layer development and the spatial flow features upstream from the gate. The pur- pose of this paper is to clarify several points of standard gate flow, including the discharge coefficient, the ridge position, the velocity and pressure distributions, and the shock wave development that was not at all considered up till now. These results may attract and guide numerical modelers of flow. Their results and approaches have not been reviewed here.3 ExperimentsThe experiments were conducted in a 500 mm wide and 7 m long horizontal and rectangular channel. The width of the approach channel was also reduced to b245 and 350mm.The right hand side wall and the channel bottom were coated with PVC, and the left hand side was of glass to allow for visualization. To improve the approach flow conditions, screens were inserted and surface waves were adequately reduced. The approach flow was thus without flow concentrations, smooth and always in the turbulent smooth regime. The discharge was measured with a V-notch weir located down-stream of the channel, to within $1% or $0.1 ls1,whichever was larger. An aluminum gate 499mm wide, 600mm high and 10 mm thick was used, of which the crest was of standard geometry, i.e. 2mm thick with a 45° bevel on the downstream side. The gate could be mounted with variable openings from the channel bottom. No gate slots were provided and water tightness was assured with a conventional tape. Only free gate flow was considered. The gate opening was varied from a10—120mm. Prefabricated elements of a specified height ($0.1 mm) were slid below the gate, and removed after the gate was positioned. Thisprocedure was found to be accurate compared to the opening measurement of a positioned gate. Free surface profiles were measured with a point gage of $0.5 mm reading accuracy. Due to free surface turbulence, flow depths could be read only to the nearest mm. For the shock waves described below, turbulence effects were larger, and the reading accuracy was within $2 mm. The reading position was determined with a meter along the channel; to within $5 mm. Velocities were measured with a miniature propeller meter of 8 mm internal diameter to within $5%. In addition, particle image velocimetry (PIV) was used to determine the velocity field in the vicinity of the gate section. Pressure heads on the channel bottom and on the standard gate were measuredwithamanometer, towithin$2 mm. The diameter of the pressure tapings was 1mm.The experimental program aimed at analyzing the effects of scale, the free surface profile, the development of corner eddies, the determination and reduction of shock waves, and the velocity and pressure characteristics in the gate vicinity. These items are discussed in the following.中文翻译标准闸门的底流达·罗斯,W·H·海格流体实验27 (1999)339-350 施普林格出版社 1999年1.导言闸门是一种可以控制上游水位高程的的水工建筑物。

08水利专业混凝土重力坝毕业论文中英文资料外文翻译文献 (1)

08水利专业混凝土重力坝毕业论文中英文资料外文翻译文献 (1)

混凝土重力坝中英文资料外文翻译文献混凝土重力坝基础流体力学行为分析摘要:一个在新的和现有的混凝土重力坝的滑动稳定性评价的关键要求是对孔隙压力和基础关节和剪切强度不连续分布的预测。

本文列出评价建立在岩石节理上的混凝土重力坝流体力学行为的方法。

该方法包括通过水库典型周期建立一个观察大坝行为的数据库,并用离散元法(DEM)数值模式模拟该行为。

一旦模型进行验证,包括岩性主要参数的变化,地应力,和联合几何共同的特点都要纳入分析。

斯威土地,Albigna 大坝坐落在花岗岩上,进行了一个典型的水库周期的特定地点的模拟,来评估岩基上的水流体系的性质和评价滑动面相对于其他大坝岩界面的发展的潜力。

目前大坝基础内的各种不同几何的岩石的滑动因素,是用德国马克也评价模型与常规的分析方法的。

裂纹扩展模式和相应扬压力和抗滑安全系数的估计沿坝岩接口与数字高程模型进行了比较得出,由目前在工程实践中使用的简化程序。

结果发现,在岩石节理,估计裂缝发展后的基础隆起从目前所得到的设计准则过于保守以及导致的安全性过低,不符合观察到的行为因素。

关键词:流体力学,岩石节理,流量,水库设计。

简介:评估抗滑混凝土重力坝的安全要求的理解是,岩基和他们上面的结构是一个互动的系统,其行为是通过具体的材料和岩石基础的力学性能和液压控制。

大约一个世纪前,Boozy大坝的失败提示工程师开始考虑由内部产生渗漏大坝坝基系统的扬压力的影响,并探讨如何尽量减少其影响。

今天,随着现代计算资源和更多的先例,确定沿断面孔隙压力分布,以及评估相关的压力和评估安全系数仍然是最具挑战性的。

我们认为,观察和监测以及映射对大型水坝的行为和充分的仪表可以是我们更好地理解在混凝土重力坝基础上的缝张开度,裂纹扩展,和孔隙压力的发展。

图.1流体力学行为:(一)机械;(二)液压。

本文介绍了在过去20个来自Albigna大坝,瑞士,多年收集的水库运行周期行为的代表的监测数据,描述了一系列的数值分析结果及评估了其基础流体力学行为。

the_three_gorges_dam

the_three_gorges_dam
思考:suggest 与 advise区别:
suggest/advise n./doing sth. suggest/advise that sb. (should) do advise sb. to do suggest sb./sb’s doing sth.
carving
Check the meaning of these words.
date v.___________________ 始于… 例句:①此城堡建造于古罗马时代。 The castle dates back to the ancient Roman days. _____________________________ ② 这个小镇可以追溯到维多利亚时代。 This town dates back to Victoria times. __________________________ 拓展:①date of birth 出生日期 ②date from= date back to追溯到… ③out of date过时 ④up to date 现代的 ⑤set a date for为..定日子 注 意 : date from/date back to 作 谓 语 时 , 无 我参观了一座追溯到明朝的庙。 __________, 常用 _________ 时态。作定语或状语 I visited a temple dating from the Ming 被动语态 一般现在 时,常用______________ 形式。 Dynasty. 现在分词
3.The power station provides _______us with electricity.
n. doing sth suggest that 从句 + (should) do 建议 疑问词 + to do 1. 医生建议彻底休息。 The doctor suggested a complete rest. 2. 他提议下一步干什么了吗? Did he suggest what to do next?
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水利工程三峡水利枢纽工程外文翻译文献(文档含中英文对照即英文原文和中文翻译)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 185meters , 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 is 120*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 limit The subject building of the project and major project amount of the waterconservancy 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 Projects The 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 floodstandard 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 power station 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 ChangjiangRiver 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 m3per 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 sitepotential landslide, too far on 26 kilometers, 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 not hinder 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 areaThe 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 20 years, 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 and policies, 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, and ending 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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