水力效應 的英文怎麼說

中文拼音 [shuǐxiàoyīng]
水力效應 英文
hydraulic effect
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : Ⅰ名詞(效果; 功用) effect; efficiency; result Ⅱ動詞1 (仿效) imitate; follow the example of 2 ...
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • 水力 : waterpower; hydraulic power水力剝離 [采礦工程] hydraulic stripping; strip with water; 水力采礦 hy...
  • 效應 : [物理學] effect; action; influence
  1. This product is the newest filming technique, the latest achievement of usa electronic magic, it utilizes decomposition principle of electronic material to form a positive negative ions film on the surface of car coating, which has high water repellency and makes the surface of coat has more than 95 % brightness of mirror surface, lt has preeminent performance on weathering resistance, ageing resistance, oxidation resistance static resistance and wear resistance, with the force of charged ions, this product can easy removes the dirt, water drop acid rain and grease on the surface of the film and perennially and effectively protect coat surface, lt is the fourth generation car beauty and protective product which replaces glaze sealing products

    本品屬于當今最新的鍍膜技術,屬美國電子工學魔法的最新成果,它利用電子物質的分解原理,在車漆表面生成持有高撥性的正負離子覆膜,使漆面光亮度可達鏡面光澤的95 %以上,並具有超強的耐候性、抗老化、防氧化、防靜電、耐磨性極好的功能,它利用電離子的量,可輕松彈去覆膜表面的污垢、滴、酸雨、油脂等,平時只需清沖洗,便可立即使之恢復離子,達到長期保護漆面的目的,是取代封釉的第四代汽車美容保護產品。
  2. This paper elementarily collects the anomalies of coseismic and post - seismic effect such as seismic activity, crustal deformation and underground liquid and so on observed in china ' s mainland, which include the evident seismic activity ( especially in yunnan ) increase, obvious crustal deformation, such as the abnormal variation of crustal stress and strain in bore volumetric deformeter and the remarkable change of underground temperature, the chemical component, especially the underground water level

    初步匯集了在中國陸區觀測到的地震活動、地殼形變、地下流體等多學科震時和震後的異常變化,包括地震活動性(特別是雲南地區)的顯著增強;地殼形變觀測,尤其是鉆孔變觀測記錄到地殼變的震時和震后顯著變化,以及地下溫度、化學成分、特別是位的突出變化。
  3. The additional flow is formed by the device of dentoid baffle, and the application of the device of dentoid baffle cooperated with a stilling basin has been investigated by systematic model tests. based on the research results, the hydraulic problems such as the characteristics of hydrodynamic pressure and cavitation on the head of the denotid baffle, the properties of flow under the condition that the device of denotid baffle is used with a stilling basin, the hydraulic computation about a stilling basin, the estimation of energy dissipation and its various affection factors, the mechanism and effect of energy dissipation, and distributions of velocity and pressure and aerating concentration, etc, have been analyzed ; the method and step of hydraulic design of device of denotid baffle by which the additional flow is produced has also been proposed

    文中利用齒墩設施實現附加射流,對齒墩設施與消池聯合用進行了大量的和系統的模型試驗,分析研究了中低佛勞德數條件下,齒墩墩頭的動壓強及空化特性,齒墩設施與消池聯合用時的流態特性,消池的計算,消能量的估算及其各種影響因素,消能機理和果,消池內的流速、壓強特性,摻氣濃度分佈等學問題,並提出了實現附加射流齒墩設施的設計方法和步驟。
  4. The deformation of slope caused by change of ground water level was investigated by adopting a fully coupled procedure and the state - dependent dilatant sand model

    本文採用完全耦合有分析程序和與狀態相關的剪脹性砂土模型模擬斜坡因地下位變化而發生的變形。
  5. From analyzing the change of effective stress in the process of one - direction to two - direction load, it is founded that the evanescing process of pore water pressure proposed in the paper shows a better agreement to fact

    從對單向荷載作用時地基的有變化過程分析入手,引伸到對雙向荷載作用時地基的有變化過程分析,提出與實際情況更為符合的孔隙消散過程。
  6. Based on the equal strain consolidation model of sand drain, and neglecting the well resistance and the vertical drainage consolidation, a layered model for the nonlinear consolidation of sand drain, which accounts for the geostatic pressure varying along depth and the relationship between the average viod ratio and the logarithm of average effective stress, is presented

    摘要基於砂井等變固結模型,考慮初始有沿深度變化,忽略井阻和豎向排固結的影響,用平均孔隙比與平均有的對數關系,建立砂井非線性徑向排固結的分層計算模型,並求得常荷載作用下的徑向排固結解析解。
  7. Abstract : based on the principle of mininmum potential and using rayleigh - ritz method, the geometric non - linear analysis of higher bridge piers was solved in this paper. the new concept of equivalent horizontal force proposed by the author may be casily to calculate the second effect, which was produced due to the vertical forces and resisted by the piers and rubber pad bearings incorporately. the simple formula in this paper are applicable to calculate by hand, understood clearly without computation of successive iteration, higher precision and graspable easily for the disigmer therefore it has the practical significance

    文摘:根據最小勢能原理,用瑞雷-里茲法解決了高橋墩的幾何非線性分析問題;其次,提出了等的新概念,可以方便地解決橋墩和板式橡膠支座聯合抵抗垂直所產生的二次問題.筆者提出適合於手算的簡便計算公式,概念明確,勿須迭代運算,精度較高,易為設計人員掌握,因此具有實用價值
  8. The characteristics of high pressure gyratory sprayed pumping discusses is presented, which is applicable in wide range of scope and ground layers, convenient for construction, long durability, wide source of materials. mechanism for subgrade strengthening : complex foundation of cement solid and earth between piles was formed by pulsant load of flowing pressure and spraying flow, water wallop, cavitation phenomenon, water wedge effect, extrusion force and air flow agitation etc so as to enhance foundation bearing force and reduce settlement and deformation

    高壓旋噴注漿技術具有適用范圍、適用地層較廣,施工方便,耐久性好,材料廣闊等特點;其加固地基機理主要是通過流動壓、噴射流的脈動負荷、塊的沖擊、空穴現象、、擠壓、氣流攪動等形成泥固結體與樁間土的復合地基,從而提高地基承載,減少沉降變形。
  9. Based on the pre - research of reservior - induced seimicity, the text analyzed water ' s load effect, interstitial water pressure and chemicophysical effect on rock in reservior - induced seimicity and discussed hydrogeological mechanism of reservior - induced seimicity. the analysis supplys reliance for the hydrogeological analysis of reservior - induced seimicity. dagangshan power station is located in the intersected segment of daduhe break - zone moxi break - zone and longmenshan break - zone. the construct - actibity seimic activity and hot - water activity is stong from cenozoic ear

    本文在總結庫誘發地震前人研究成果的基礎上,系統分析了庫庫誘發地震中的荷載,空隙和對巖體的物理化學作用,從理論上討論了庫誘發地震的文地質機理,為庫誘發地震的文地質分析提供依據。
  10. 7. horizontal earthquake acceleration is used in this paper for slope risk analysis ; the relationship between the safety factors under the earthquake effect and non - earthquake effect is obtained. the reliability index is expressed by the safety factor

    7 、將地震平地震加速度的形式引進土坡的可靠度風險分析中,探求動作用下土坡的動安全系數與相條件下的靜安全系數的關系,並以安全系數來表徵土坡的可靠度。
  11. In order to extend its potential usage, the small hydro turbine should have a simple design with high performance to secure the stable operation

    為了使小型輪機得到更廣泛的用,必須設計出結構簡單、率高的機器以確保運行穩定性。
  12. It analyzes the hydrologic effect from the aspects of rainfall interception of plants, splash erosion reduction and surface runoff control, analyzes the mechanical effect from the aspects of tensile strength of single root of plant, root - soil interaction, root - soil composite and slope stability and finally approaches to the future development orientation of slope protection by vegetation

    從植物的截留降、削弱濺蝕和抑制地表徑流等方面分析了植被護坡的,並從植物單根抗拉強度、根土相互作用、根土復合體及邊坡穩定分析等方面分析了植物護坡的,最後探討了植被護坡的發展方向。
  13. On the other hand, the research of " forests and water " is from the aspects of the eco - hydrological models of forest ecosystem from, the viewpoint of forest ecosystem and combining with the research on forest structure, function, productivity, energy and material circulation, to explore the laws and internal relation of various forest hydrological phenomenon is the basic topic of research

    另一方面在祁連山源林生態系統長期定位研究的基礎上,以祁連山青海雲杉為代表運用森林生態學、森林文學、生態經濟學、生態文學等學科理論,通過建立單一因子的文環境因子模型研究森林;從生態系統觀點出發,結合森林的結構和功能以及生產和系統能量及物質循環的研究,揭示各種森林文現象發生和發展的規律及其內在聯系。
  14. In the topic 1, utilizing the natural lysimeters and drainage region in wudaogou station, based on expriment and imitation methods, frist the hydrology effect of drainage has been analyzed, and then the index of water logged farm drainage and suitable ground water level have been provided. on the theory of darcy rule and farm hydrodynamics, the standard and pattern and empirical formula of farm drainage system have been presented as well, and provide scientifically foundation for drainage planning

    在農田排技術研究中,利用五道溝實驗站地中蒸滲儀和排試驗區,採用試驗法和動態模擬法,分析了排工程的,提出了農田排漬標準和作物適宜的地下位埋深,採用達西定律和農田學原理,提出了農田排系統的規格、布置方式及經驗公式,為排工程規劃提供依據。
  15. The main factors affecting percolation in low permeability reservoirs include stress, threshold pressure gradient, slippage effect and water - blocking effect, which play various roles on percolation, but all will result in non - linear percolation in the end

    影響低滲氣藏滲流特徵的主要因素有作用、啟動壓梯度、滑脫等因素,並且這些因素對滲流影響各有不同,但最終均引起低滲氣藏滲流的非線性化。
  16. It is means that gahc would be harmless to the stability of other generators, when it is used to reduce the ste of local generator. the simulating tests of gahc used on steam turbine and hydro turbine had been done in single machine system and multi - machine system. the results of simulating tests show that the generator stability could be improved by gahc, it is harmless to the stability of other generators in multi - machine system

    在單機系統和三機無窮大系統中對汽輪發電機和輪發電機的gahc控制進行了模擬實驗,模擬實驗結果驗證了: gahc提高了汽輪發電機和輪發電機抵抗三相短路故障擾動沖擊的能; gahc在多機系統中對其它發電機的穩定性不會產生危害作用;輪機的gahc克服了對穩定性的危害作用。
  17. It is found out that both depth and forward speed have considerable effects on hydrodynamic coefficients of ship

    數值結果顯示了對航行船舶的影響,為進一步研究淺航行船舶的耐波性提供了基礎。
  18. Abstract : the excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious. the method for calculating squeezing stress and excess pore pressure by elastic - plastic theory is deduced in this paper, and furthermore, the reasonable pile spacing by regarding the influence of both squeezing stress and excess water pressure is given

    文摘:飽和軟粘土地基沉樁過程中樁土擠壓所引起的樁周土體超孔隙是非常顯的.本文從彈塑性理論出發推導出沉樁過程中樁周土體擠壓及超孔隙的計算公式,給出了考慮擠壓和超孔隙影響因素的合理打樁間距的確定方法
  19. And the results show that the calculated settlement agree well with that of measured. the paper established the dynamic pore pressure models of soft soil subgrade and composite foundation, compiled the dynamic fem program of undrained effective stress method, considering the elasto - plasticity of foundation soil as well as the interaction of pavement and foundation, thoroughly analyzed the deformation characteristics of pavement and foundation, and these results are instructive for the construction of pavement or airport runway

    本文建立了軟土地基和復合地基的動孔壓經驗模型,編制了不排分析有限元程序,不僅考慮了地基土體的彈塑性,而且考慮了道路結構與地基的相互作用,比較全面地分析了交通荷載作用下道路與地基的整體變形特性,對道路工程或機場道面工程的建設具有一定的指導意義。
  20. With the established dynamic pore pressure model, the calculated results of total stress method and effective stress method are compared. consolidation settlement induced by dispersion of residual pore pressure is calculated, and the effect of pore pressure on pavement settlement is discussed

    採用本文建立的軟土地基動孔壓模型,對比分析了不排法和總法計算結果,計算了殘余孔隙消散所產生的固結沉降,探討了孔壓對道路變形的影響。
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