壩上水位 的英文怎麼說
中文拼音 [bàshàngshuǐwèi]
壩上水位
英文
stage behind dam-
The power station is diversion type power station of low gate dam with a normal storage level of 1268. 0 m, a highest gate dam level of 31 meters and a reservoir capacity of 2, 974, 000 cubic meters, the length of diversion tunnel of which is 19. 57 kilometers, installed capacity is 360mw futang power station is constructed on the basis of deep and thick overburden, the foundation of which mainly consist of five overburdens which, in general, belong to multiple, complex foundation
福堂水電站位於四川省阿壩藏族羌族自治州汶川縣境內的岷江河段上，電站為低閘引水式開發。正常蓄水位1268 . 0m ，最大閘高31m ，庫容297 . 4萬m ~ 3 ，引水隧洞長19 . 57km ，裝機360mw 。福堂水電站閘壩建於深厚覆蓋層基礎上，基礎主要存在五大覆蓋層，總體屬于多層復雜地基。The conditions have reduced water levels in the yangtze river to historic lows and raised concerns over the massive three gorges dam ' s ability to generate power, state media reported last week
官方媒體上周表示，惡劣的情況使得長江的水位下降到歷史最低點，三峽大壩的發電問題也備受關注。Comparison of water level between measured and computation shows that the local head loss coefficient cannot give head loss by spur dike completely, and the effective area of passage is difficult to be ascertain. for this reason the two methods for water surface profile computation cannot predict the raise of water level upstream the spur dike accurately
計算結果表明，局部水頭損失系數並不能完全反映出由於丁壩阻擋所帶來的水頭損失，而丁壩附近的有效過水面積難以準確地確定，這些導致前兩種方法均不能很好地計算出丁壩上游水位的壅高值。This paper, through the research on the implementing of gaobazhou water conservancy project, demonstrated that the project is technical feasible, economic reasonable, and is conform to the state macro policy in external environment. described the full - aspect management on the design process of gaobazhou water conservancy project, fully demonstrated that the selection of design scheme and the design quality is directly related to the investment, quality and progress control of the project ; described the full - aspect management on the construction process of gaobazhou water conservancy project, discussed the management procedure and manner of supervisor in the construction process, how does the contractor to complete construction task scientifically and reasonably by following the certain supervision procedure based on the contract ; described the management on the procurement of gaobazhou water conservancy project, clarified these cautions to be taken during material and equipment procurement through the discussion on the content of procurement contract ; described the project acceptance and after - event evaluation of gaobazhou water conservancy project, fully defined the content for the final acceptance of the project ; fully described the comprehensive management carried out on gaobazhou water conservancy project, mainly focused on the study of information management, communication management, conflict management and risk management, which ensured the smooth execution of the project
本文通過對高壩洲水利樞紐工程項目實施的研究，論證了高壩洲水利樞紐工程項目在技術上是可行的，在經濟上是合理的，在外部環境方面符合國家的宏觀政策；闡述了高壩洲水利樞紐工程設計過程的全面管理，充分論證了設計方案的選擇及設計質量的高低，直接關繫到工程項目的投資、質量和工程進度的控制好壞；闡述了高壩洲水利樞紐工程施工過程的全面管理，論述了監理在施工過程中的管理程序和方法，施工單位遵循一定的監理程序，依據施工合同科學合理地完成施工任務；闡述了高壩洲水利樞紐物質設備的采購管理，通過對采購合同內容的論述，明確了物質設備采購時應注意的問題；闡述了高壩洲水利樞紐工程項目驗收及后評價，明確了高壩洲水利樞紐工程項目竣工驗收的內容；較全面地闡述了高壩洲水利樞紐工程項目實施的綜合管理，重點研究了保證高壩洲水利樞紐工程項目順利實施的信息管理、溝通管理、沖突管理和風險管理。The study shows that the most likely sliding path is located shallowly under the rock bed and the sliding path runs close to a line from tensile area at dam heel to dam toe. staircase sliding paths buried less than 14 meters bellow dam heel are also dangerous, but they are not the most dominant
研究表明，最危險滑移路徑處于壩基面以下淺層，滑移通道為從上游壩踵拉裂區沿近直線方式向下游壩趾滑出；正常蓄水位時， 9b 、 4b壩段最危險滑移路徑安全系數分別為k _ s = 4 . 15 、 3 . 05 。( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too
（ 6 ）建壩工程荷載條件下河谷巖體力學環境分析及右岸古滑坡體的穩定問題分析得出：建壩后河谷的巖體應力量值明顯增高，同時左岸的張應力區的范圍及量值明顯減小，主應力的方向依然與模型的底邊界垂直；大壩建成后逐漸蓄水階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時，滑坡體及壩體總體上仍處于穩定狀態；水位驟降時，在未考慮其他外力作用的情況時，滑體的安全系數將顯著降低。若考慮水位驟降及本區最大地震力的共同作用，壩體將在滑坡體下滑推力的作用下產生破壞；建壩后水平推力對右岸古滑坡體穩定性的影響分析可以看出，在最危險的工況條件下，壩體及滑坡體也將處于臨界狀態；在長期滲透變形的作用下，由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。The experiment data shows that the region with large surface gradients in longitudinal and horizontal direction locates at the vicinity of spur dike. backwater appear upstream the spur dike, and there exist a recirculation area at the same side downstream the spur dike
實測水位資料表明水流縱橫向比降大的區域位於丁壩上下游附近，在丁壩的上游出現壅水，下游存在有收縮區和恢復區，離丁壩越遠縱橫向水位的變幅越小。The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project
工程設計中，壩型的選取顯得尤為重要，特別對于壩基有深厚覆蓋層的堆石壩，心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位，設計方案是否安全、科學和合理，對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果，為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考；在吸收和歸納了國內外堆石壩的設計研究成果的基礎上，對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案，分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析；對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究；對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究，比較全面的了解了各方案壩體，尤其是防滲體的應力和變形分佈規律，為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。The ancient plank roadways deep in the three gorges mountain area become easy to reach as the water level in the yangtze river was raised after the completion of the enormous dam
古淺道位於三峽峻嶺重山中，現在由於三峽大壩竣工后長江水位上漲，人們很容易到達古淺道。The construction and flooding behind the dam has forced nearly one - and - a - half million people to leave their homes
大壩的建造以及建成后大壩上游水位上升迫使將近150萬居民背井離鄉。The tai tam reservoir was situated higher than the tai tam intermediate reservoir. similarly, the latter was situated higher than the tai tam tuk reservoir. for these reasons, water stored in the tai tam tuk reservoir must be pumped upwards into the foothills of the tai tam valley in order to reach the tunnel portal of the tai tam reservoir, where water would gravitate to the supply system in central
無論是第一期或第二期的擴建工程，建造水壩都是工程的基礎，而建立抽水系統亦是重要一環，因大潭中水塘的水位比大潭上水塘低，大潭篤水塘更處于較大潭中水塘低的谷地，故大潭篤的存水必須依靠抽水機，才可運送至大潭水塘的輸水隧道，再經由大潭水塘輸送系統，調配至中區濾水系統經過濾后，才可供市民飲用。On the basis of the result of the research on the landslide damming of river, failure of landslide dam, outburst flood and landslide surge, the failure of the part of landslide will arise a maximum surge height to 6m at the dam site, at the same time, the height of landslide dam will reach possibly 33m, and the flood peak of outburst flood will reach 15841 ~ 7613m3 / s, and make water level to rise at 11 ~ 4m through jinjiang to xiluodu of the jinsha river
堵江潰壩及涌浪研究結果表明，局部的邊坡失穩在壩址處引起的涌浪高達6m ，並可能形成高約33m的滑坡堵江壩，潰決洪水將在金江至溪洛渡河段形成15841 7613m ~ 3 / s的洪峰流量，使得此段江水位上漲11 4m 。The water level in the 632 - square - kilometer reservoir3 is scheduled to reach 135 meters by june 2003, creating the potential for landslides4 and placing local residents at risk
這座面積632平方公里的水壩，水位預計在2003年6月將上升到135米，那時將有土石崩塌的可能，當地居民將面臨危險。Ice dam, ice cover and ice jam, which are farmed by stack, jammed and collective ice, can increase river resistance and water stage, resulting in flood, construction damage and navigation problems
冰塊堆積，堵塞和聚集形成的冰壩、冰蓋和冰塞會導致河道阻力增加，致使上游水位上漲，並可能造成冰期洪水，建築物破壞，航運不暢等危害。The analysis result shows that the shear - slipping collapse of high arch dam is caused by the flood of high water level and strong surging force resulted from upstream dam bursting and large - scale mountain land - slide
研究表明，上游潰壩和大面積山體滑坡等產生的高水位、強沖力的洪水是造成高拱壩剪滑垮壩的原因。Pore - water pressure distribution calculated by the program is used to slope limited equilibrium analysis, is synthetically analyzed with the fluctuation of the upper reach ' s water level of dam and core - wall dam upper or down are analyzed synthetically when the upper water level changed
把在計算非穩定滲流中所得到的孔隙水壓力分佈用於邊坡極限平衡分析。綜合分析壩體上游水位變化時，均質壩上、下游邊坡和心墻壩上游邊坡安全系數的變化規律。Since bashang lies in the upper wind and water of beijing and tianjing, the development of the reclamation of arable land for reforestation has been special role which improves the ecological environment of beijing and tianjing
河北省壩上地處京津上風上水位置，本地區退耕還林工程的開展，對于改善京津生態環境具有不可替代的特殊作用。On the basis of fvm and unstructured grids, tvd ? muscl scheme is constructed with high performance. according to the discharge and water level of breach, the scheme is used to compute velocity and water level of center node of all elements
在應用有限體積法無結構網格的基礎上建立了高性能的tvd ? muscl格式，根據堤壩潰口處的流量、水位，計算出沿程下游各點的流速、水位。The bingling ( si gou xia ) hydropower station is a series of power stations on the yellow river, in order to the expropriation and the emigration be reduced, after studied the relation of water level and flux of the bingling hydropower station on the taping dam location, under the different running circumstances of the liujiaxia reservoir, to located the bingling hydropower station on the head of the liujiaxia reservoir, and keeping the total installation and the generated energy not be changed all made use of the floodwater of the liujiaxia reservoir
摘要黃河炳靈（寺溝峽）水電站是黃河幹流上的一個梯級電站，為了減少征地移民損失，經對炳靈水電站（塔坪壩址）尾水斷面在劉家峽水庫不同運行方式下的水位與流量關系進行分析研究，在總裝機和年發電量基本不變的情況下，充分利用劉家峽水庫汛限水位，將電站樞紐選址在其電站庫尾內。Sanyuan xijiao reservoir is a uniform earth dam which was constructed in the loess foundation with high water table, so the dam foundation dewatering is the main technique of the project, digging up soft clay of the dam foundation after dewatering and reducing the water in the clay which was filled in dam are also techniques of the project
三原西郊水庫大壩是建造在高地下水位黃土地基上的均質土壩，壩基的降水問題是該工程存在的最大技術難題，同時對降水后壩基的軟土開挖和上壩土料的減濕技術也是其關鍵技術之一。分享友人