順壩 的英文怎麼說
中文拼音 [shùnbà]
順壩
英文
longitudinal dam-
( 3 ) ensemble character of structural planes as follows : in left dam abutment, meta basalt schistosity is main, and the structure is clockwise. low dip angle jointing did n ' t develop in rock mass ; in right dam abutment, rupture and jointing structural plane is main, and the structure is reversed. the structure was of obvious macroscopical slaty character
（ 3 ）通過對上述結構面的分析，得出其總體特徵為：左壩肩以變玄武巖片理為主體，呈順向結構，巖體內緩傾角節理極不發育；右壩肩主要為斷裂及節理型結構面，呈反向結構，且具有明顯的宏觀板狀結構特徵，並發育有一定厚度的構造軟巖帶。According to the environment features inside and outside caves in guizhou and current development of cave creature study home and abroad, making use of karstology, environment science, ecology, zoology and the theory of human - land relation, and through combining microscale with macroscale, component with system, field investigation with interview, and theory with experiment, the author chooses guiyang, anshun, pingba and honglin, where human activities are frequent and strong, to make a macroscopical investigation on animals and environment, and selects some typical caves in honglin to make a comparison study on environment features inside and outside the caves, biodiversity and present situation of plant society, and adaptability of cave animals to environment, and analyzes theoretically the effects of human activities on the cave animals and evaluates objectively the development potential of cave animal resource
根據貴州喀斯特洞內外環境和國內外洞穴動物研究現狀，運用喀斯特學、環境學、生態學、動物學以及人地關系等相關理論，採取點面結合，特殊與一般結合，系統與要素結合，實查與訪問結合，理論與實驗結合的方法，選擇貴陽、安順、平壩、紅林等人類活動強度大的區域進行面上動物和環境的調查，選擇紅林地區代表性的洞穴對洞內外環境、物種多樣性及群落現狀、動物對環境的適應等進行對比研究，理論分析人類活動對洞穴動物的影響和客觀評判人類活動的洞穴動物效應與動物開發潛力。Relating closely to the main problem of the high sidewall and wide span underground cavities excavation stability of xiluodu hydroelectric project, the evolution characters of geo - stress field in deep - cutting gorge and the whole features of the stress field, strain field and plastic failure zone around the underground chambers after excavation are studied systematically in the dissertation, based on a great deal of data gathered in field investigation and taking the flac3d v2. 0 software as basic computation tools. meanwhile, in the course of research, the new methods of dynamic numerical simulation are summarized and applied. furthermore, the effects of rock mass qualities, initial geo - stress field and excavation procedure on surrounding rock mass stability are discussed
本文緊密結合溪洛渡水電工程大跨度、高邊墻復雜地下廠房洞室群，施工開挖過程中和開挖后圍巖穩定性研究這一重大課題，在詳盡的野外地質調查工作和對大量基礎地質資料的整理與分析基礎上，以目前國際工程地質界公認的最新通用軟體flac ~ （ 3d ） 2 . 0版作為基本計算工具，從整個壩區地應力場的研究開始，通過動態數值模擬分析這一新的模擬思路，系統地研究了深切峽谷區地應力場多階段的特徵和演變規律，進而對左、右岸地下廠房洞室群開挖全過程中圍巖應力場、變形場和塑性破壞區的變化特徵，進行了全過程動態數值模擬研究，並詳細討論了圍巖質量、初始地應力場、施工開挖順序對大型地下洞室群圍巖穩定性的影響。In the construction period, the shiplocks are managed through the method of being entrusted to three gorges navigation administration of communication ministry by the proprietor of water conservancy project ( i. e. three gorges development company ), by which the project ' s construction smoothness and gezhouba dam ' s and three gorges dam ' s navigation
三峽水利樞紐施工期船閘管理採取的是由業主（三峽開發總公司）委託交通部所屬長江三峽通航管理局管理的方式，該方式保障了三峽工程施工順利和葛洲壩、三峽航運暢通，但畢竟是工程施工期的過渡辦法，工程完工後必須建立武漢理工大學工程碩士學位論文新的船閘管理體制。On one hand, technological difficulty exists in determining the number and flood routing for dam system. on the other hand, for dam system security and stability, single dam ’ s designing should take flood control standard of dams, hinge composing, building sequence as well as years of filling up into account
一方面壩系整體調洪、數量的確定技術難度大，另一方面，小流域壩系中單壩的設計必須綜合考慮上下游壩的防洪標準、樞紐組成、建設順序、淤積年限等情況，才能保證壩系的安全和穩定。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 crack stress distribution of the artificial short slit along river flow direction shows regularity and exists in a limited crack area
壩體表面人工短縫的開裂應力在順河向的分佈具有一定的規律性，且存在一個極限開裂?圍。The difference and commonness between cross - direction and longitude direction traveling wave that exists in the response and distribution of dam displacement and stress are obtained
對比了橫河向和順河向行波輸入時壩體位移、應力的反應和分四川大學工學博士學位論文布異同。No. 15 fault of yunfeng dam is a low angle one. its space structure is very complex. had not been disposed thoroughly during the period of construction, it has become the control factor in yunfeng hydroelectric project
雲峰寬縫重力壩右f _ （ 15 ）斷層為一個順河向、緩傾角大斷層，空間結構非常復雜，是影響大壩安全運行的控制因素。A bearing surface transmits the interaction between an arch dam and its foundation, the strength of which directly affects the constraint of the bedrock to the dam, and thus affects the stress and deformation of the dam. the influence is studied in this paper with nonlinear finite element method, as an example, for a high arch dam in design. the results show that the influence on stress is only limited within the local area near the bearing surface, larger on the maximum principal tensile stress than on the principal compression stress, and the decrease of the strength does not cause unlimited increase of the maximum stress. the influence on the displacement of the top of the dam is smaller than that of the bottom of the dam, especially the relative downstream displacement. at the lower strength of the bearing surface, the relative downstream displacement at the bottom of the dam increases with the decrease of the strength
建基面是傳遞拱壩和基巖相互作用的紐帶，它的強度直接影響基巖對壩體的約束，從而影響壩體的應力和變形.採用非線性有限單元法，以設計中的某高拱壩為例，分析建基面強度對壩體應力和變形的影響.結果表明建基面強度對壩體應力的影響僅限於建基面附近的局部范圍，對最大主拉應力的影響要大於對最大主壓應力的影響，建基面強度的降低不會無限地增大壩體的應力數值；建基面強度對壩頂位移的影響較小，但對壩底位移（尤其是順河向相對位移）的影響較大，當建基面強度較低時，壩底順河向相對位移隨建基面強度的降低而增大The influences of the properties of alluvium deposit, the properties of diaphragm wall concrete, the construction sequence of diaphragm walls, the distance between diaphragm walls and dam toe and the shape of diaphragm walls on the stress - deformation behaviors of diaphragm walls of concrete face rockfill dams were studied
研究了覆蓋層特性、防滲墻混凝土特性、防滲墻施工順序、防滲墻與壩趾之間距離和防滲墻形狀對于面板堆石壩防滲墻應力變形性狀的影響。In view of the technical and safety problems ecnountered in the later - period management of shankoucun tailings dam in meishan iron mine, a series of technical measures were taken to lower the water - table of the dam. as a result, the service life of the tailings dam has been prolonged and the dam has been made to operate in a safe and stable way
針對梅山鐵礦山口村尾礦庫在後期管理中遇到的技術、安全問題，通過採取一系列的技術措施，降低尾礦壩的浸潤線，達到了延長尾礦庫使用壽命，從而使山口村尾礦庫安全、穩定、順行。Olive dam locate in from permit scene flood along lan dark blue river direct current 37 kilometers of place, it can be reached that contract needs 1 hours
橄欖壩位於從允景洪沿瀾滄江順流而下37公里處的勐侖鎮，約需1小時就可到達。Abstract : xiao wan hydroelectric installation locate in the boundary between nanjian county and fengqing county of the western of yunnan province. the height of dam is 292 m, and its installed capacity is 4, 200, 000 kilowatt, so it ' s a large - scale water - power engineering. the height of excavation reach to 80 m. so it is sure, that the excavation will influence on the stability of the slop. the stability of the slop is the necessary condition to assure the trouble - free operation of the station
雲南省瀾滄江小灣水電站位於雲南省南澗縣和風慶縣的交界處，最大擬建壩高292m ，裝機容量420萬千瓦，屬特大型水電工程。左岸砂石系統邊坡位於瀾滄江左岸8 ~ #山樑，主體開挖高度達80m ，開挖對邊坡的穩定性產生很大的影響。該邊坡的穩定性對水電工程建設的順利進行。The method of dynamic optimizing control management has acquired prominence effect in the process of concrete construction management of three gorges sluicing dam by phase. it is effective, secure and on schedule, and it will exert more great effect for the accomplish of final aim of the three gorge project
動態優化控制管理法在三峽泄洪壩混凝土施工管理過程的實踐應用，已經取得了階段性高效、安全、正點的顯著成效，並將為三峽工程最終目標的順利實現發揮更大作用。For vibration mode - shape, this affect is more severity on high rank stage vibration than low. with opened hollow and pier added on dam, the frequency of vibration decline. although the array of low rank vibration mode - shape is changed, the dynamic characteristic of the dam not in evidence change
對于振型而言，這種影響對低階振型比高階振型大，考慮孔口和閘墩后，大壩的自振頻率有所降低；在低階振型中有一部分的排列順序（大小關系）發生了變化，但這些變化不致使大壩的動力特性發生顯著的改變。This proof following enterprise already through the authentication, and has set up a file in the dongguan 114 nets industry and commerce enterprise database, inquires the more detailed enterprise material, please dial the dongguan enterprise information desk 96060 ( artificially ) 9686810114 billion ( to be automatic ), this enterprise numbers for 19418
茲證明東莞市萬江區壩頭村順達加油站已通過認證，並已在東莞114網工商企業數據庫中備案，查詢更詳細的企業資料，請撥東莞企業查詢臺96060 （人工） 9686810114 （自動） ，該企業編號為19418 。On 10 march 2006, the western kerbside lane of wing shun street from its junction with yi hong street to its joining point with ma tau pa road will be designated a restricted zone for goods vehicles from 7. 00 a. m. to
時起，永順街由其與怡康街交界處起，至其與馬頭壩道的接合點止的西面路旁行車線，每日由上午分享友人