河壩 的英文怎麼說

中文拼音 [hébà]
河壩 英文
river dike
  • 河 : 1 （天然的和人工的大水道） river 2 （指銀河系） the milky way system; the galaxy 3 （特指黃河） t...
  • 壩 : 名詞1 （攔水建築物） dam2 （固堤建築物） dyke; embankment 3 [方言] （沙灘; 沙洲） sandbar; sandba...
  1. Changheba spirit is the time spirit of longnan people

    昌河壩精神是隴南人的時代精神。
  2. Salmon that manage to evade the commercial fishing fleets, hungry bears, dams, and fishermen swim to their birthplaces and spawn before dying

    為了回到它的出生地產卵，大馬哈魚必須從漁船、饑餓的熊、河壩以及漁網的重重圍捕下逃生。
  3. Ecological recovery of rivers in dam rehabilitation

    攔河壩改建中的河流生態修復途徑
  4. A water power station must have a dam

    水電站必須有攔河壩。
  5. 26 rivers are controlled by dams

    攔河壩把河流控制住了。
  6. We decided to dam the river

    我們決定築一道攔河壩。
  7. The dam of mania hydroelectric project is a soil - rock dam with spreading gradation soil of core wall. the height of the dam apices is 4261. 3m and the maximal height is 76

    滿拉水利樞紐工程攔河壩為寬級配礫質土心墻土石壩，壩頂高程4261 . 3m ，最大壩高76 . 3m 。
  8. The author introduces briefly latex barrage control system and application of composite softwarein the system. corresponding solution has been put forward for the problems in programming systematic software

    簡要介紹了橡膠攔河壩控制系統及組態軟體在該控制系統中的應用，並結合在系統軟體編制過程中所出現的問題給出了解決的方法。
  9. In recent years, many barrages have been founded in dagu river, which greatly change the conditions of the exploitation and supply of groundwater. on the basis of calibration of mathematical model of hydrogeology, the effect of diversified factors on the variation of groundwater is analyzed using visual modflow software, the recharge capacity of rubber dam to the groundwater storage is studied and the allowable withdrawl of groundwater with the influence of manpower is calculated again

    近年來大沽河幹流及支流已增加多處攔河壩工程致使地下水采補條件發生了較大變化，本文利用visualmodflow軟體分析了各種影響因素對地下水動態的影響，研究了橡膠壩對地下水庫的補給能力並重新核算了人工影響條件下大沽河地下水庫的允許開采量。
  10. 4. according as geologic examination, and feasibility and science and economy of scheme, this dissertation offers two schemes to resistance slide

    4 .依據地勘資料，並結合方案的可行性、科學性、經濟性等，本文提出了大河壩滑坡治理方案主要採取抗滑樁加排水措施。
  11. Through the all - sided tectonic analyses, it can be deduced that there are two aspects will be the hidden defects to the dam and the engineering stability of the reservoir area. one is the dislocation interfaces resulting from the the majiaheba faultage ' s thrusting overriding and other causes of formation. the second is the region of strong deformation, such as the above of the dam, middle and high positions of the lava layers and the regions of overprint of the structure of ne to the one of nw, which should be taken into account especially

    通過區域和壩區錯動帶的全面構造解析，認為由馬家河壩斷層逆沖推覆作用而在壩區形成的向金沙江下游緩傾的錯動帶以及其它成因的錯動帶是壩區和庫區工程穩定的隱患，尤其是變形較強的壩址區上游區、中高層位以及北西向構造期的錯動帶疊加於北東向構造期錯動帶的部位，更應該引起足夠的重視。
  12. In this paper according to the design scheme of yao heba power station in nan yahe river, the mathematical model with longer and complicated conduit system, elastic water hammer and pid regulating low of voter turbine adjusting system in the case of the small fluctuation has being built, which include conduit system, surge tank, draft tube, water turbine, generator and governor. the hydraulic losses are taken into account, and nonlinearization in water turbine and the governor is also taken into account

    本文根據南椏河姚河壩水電站的設計方案，對水輪機調節系統，按長引水管道復雜引水系統、彈性水擊、調速器為pid調節規律，在小波動情況下，對包括引水道、調壓井、尾水管、水輪機、發電機、調速器在內的水輪機調節系統建立數學模型，並計及引水管道水力摩阻損失，對水輪機、調速器考慮了其中的非線性，利用功能強大的matlab軟體編制了源程序進行計算機模擬計算。
  13. This involves continued efforts to relocate the few remaining polluting factories away from its banks while preserving the historically important sites

    包括繼續努力重新部署少數持續污染的工廠以遠離河壩，保護重要歷史古跡。
  14. At last, the rotor - bearing system of a franics hydraulic generator set of the 3rd machine in the nanya river yaoheba factory is used as an example, calculating result and discussion are given by integrating matlab compute and simulation language

    最後以南椏河姚河壩水電廠3f水輪發電機組為例，結合matlab模擬計算語言，給出了計算結果並進行了討論。
  15. The dislocation interfaces of early stage were controlled by the slide of the ne fold. the dominant dislocation interfaces, in the dam area, is the one of the second stage, which resulted from the slide of the lava layer and lagerkluftes from nw to se because of the affect of the majiaheba faultage ' s thrusting overriding to the dam area from nw to se. the dislocation interfaces of the third stage were the result of the overprint of the structure of ne to the one of nw

    早期階段形成的錯動帶受控于北東向縱彎褶皺的層間彎滑機制；第二階段形成的錯動帶在壩區佔主導地位，它們是由於北東向馬家河壩斷層由北西向南東的滑脫逆沖推覆影響壩區，並造成壩區向南東緩傾的巖層沿原生構造面向南東滑動的結果；第三階段形成的錯動帶則是由於北西向構造疊加於早期北東向構造之上而致。
  16. Accessing the data, the knowledge, the model and the relative parameter from database, knowledge - base, model - base and the interface, the expert system automatically infers and calculates the maximum depth and length of stilling basin the bantai hydraulic project and the xiangyanghe dam have been given as the example

    以班臺閘和向陽河壩為工程實例，根據數據庫、知識庫、模型庫中的相關數據、知識經驗、模型，以及人機交互界面的相關參數，進行分析推理計算，求出最大消力池深和池長，對系統的相關功能模塊進行的驗證。
  17. A model test on regulation of channel for batao shoal in hongshuihe river

    紅水河壩淘灘航道整治試驗研究
  18. Based on prevention and treatment engineering of the daheba in the yangtse river three gorges reservoir area, systemic prevention and treatment engineering of land slide, which include its genesis, stability analyze, prevention and cure measure scheme, and project monitor, have been researched in this dissertation

    本文以具有較為典型性的長江三峽庫區重慶市萬州區大河壩滑體治理工程為背景，對滑坡治理整個系統工程進行分析研究。對該滑體的形成原因及其治理工程進行研究具有重要的工程實踐意義和巨大的社會經濟效益。
  19. Due to hazard zone with many migrations, disaster of daheba landslide is serious, so, prevention and treatment to daheba landslide is very urgent. 2. based on gensis analyse of landslide, human ' s engineering activity and water is main factor of landslide

    2 .大河壩滑坡災害性有其特殊性，通過分析自然條件、地質環境及人類工程活動影響的分析，並進行極限平衡定性分析，大河壩滑坡的產生其主要因素是人類工程活動加載及水對巖土體的弱化作用。
  20. Uses tong four foot cones to reinforce the yellow river dam shore root stone to suggest

    採用砼四腳錐體加固黃河壩岸根石的建議
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