滲流理論 的英文怎麼說

中文拼音 [shènliúlǐlún]
滲流理論 英文
filtration theory
  • 滲 : 動詞（液體慢慢地透過或漏出） ooze; seep
  • 流 : Ⅰ動1 （液體移動; 流動） flow 2 （移動不定） drift; move; wander 3 （流傳; 傳播） spread 4 （向壞...
  • 理 : Ⅰ名詞1 （物質組織的條紋） texture; grain （in wood skin etc ） 2 （道理;事理） reason; logic; tru...
  • 論 : 論名詞（記錄孔子及其門徒的言行的「論語」） the analects of confucius
  • 理論 : theory
  1. This paper analyzes the groundwater discharging course using fluidics theory and combining quay structure construction ; sets up the method of fast drainage by the dint of pipeline and blind ditch of fragment stone ; and gives the computational mathematical model for quay drainage and calculation formula for drainage process according to the principle of conservation of mass and underground percolation, which have been applied for quay ' s stability design and calculation

    應用流體力學理論結合碼頭結構建設，分析了地下水排泄過程，藉助管道和碎塊石盲溝建立了港口碼頭快速排水與擋墻基床排水的方法；運用質量守恆定律和地下水滲流原理，建立了港口碼頭排水計算數學模型和排水過程計算公式，並用在了碼頭的穩定設計計算中。
  2. In the first part, it was discussed that the effect of different distribution of shale in shaly sandstones on their permeability based on capillary buddle model

    第一部分，在毛細管束模型基礎上，從流體力學理論出發，探討了泥質的不同分佈形式對滲透率的影響。
  3. The main contents are as follows. ( 1 ) filter cloth and the surrounding soil mass are taken as an approximate isotropy in horizontal section, the relationship of stress and strain is studied, the anisotropy is fully considered, the constitutive model of filter cloth reinforcement fly - ash compound is obtained, it is tested with numerous indoor experiments. ( 2 ) the permeable coefficient is introduced into the constitutive relationship of soil mass with relevant seepage theory ( kozeny - carman experience formula ). the test of filter cloth depositing hi the condition of long term seepage flow is done hi the dissertation, the varying regular of permeable coefficient without pressure is presented

    本文首先對國內外的研究現狀作了回顧和總結，然後主要針對土工織物加筋粉煤灰復合體的本構關系和計算理論進行研究，主要內容有： （ 1 ）將土工織物和周圍土體視為一種近似的彈性非線性橫觀各向同性體，研究它的應力應變關系，充分考慮它的各向異性，得到土工織物加筋粉煤灰復合體的本構模型，然後通過大量室內試驗進行分析驗證； （ 2 ）引入有關滲流理論，即柯茲尼-卡爾曼（ kozeny - carman ）經驗公式，將滲透系數引進到土體本構關系中。
  4. As a practical application, the safety situation of jiujiang dike under the 1998 pluvial condition of once a hundred years in yangtze river has been evaluated by the reliability method from the point view of the seepage stability in terms of probability analysis and two dimensional saturated seepage finite element analysis combining with the mechanism of seepage burst in jiujiang dike summarized in the thesis

    通過滲流有限元和滲流可靠性分析論證了1998長江流域特大洪水災害中九江市防護大堤發生的嚴重潰口破壞的滲流破壞機理。分析、比較得出結論：堤防下游坡腳的出逸比降接近和超過臨界比降，在1998年長江百年一遇的洪水條件下九江大堤潰口斷面的抗滲可靠性僅在55左右的非常低水平。
  5. Fitting the experimental data into the general effective media ( gem ) equation, a theoretical percolation curve was gained. a mathematical model was proposed which is based on the gem equation and the dilution effect of filler volume fraction due to thermal volume expansion

    使用有效介質普適方程（ gem方程）對實驗數據進行擬合，得到導電復合材料的理論滲流曲線，根據gem方程和基體的體積膨脹，建立起一個數學模型。
  6. Laws about volumetric moisture content changes and wetting deformation in unsaturated zone are analysed according to different rainfall intensities and duration by saturated - unsaturated seepage theory in this text

    摘要運用非飽和滲流理論分析了不同降雨強度和降雨持續時間對土壩非飽和區含水率變化規律。
  7. The formulation for the flow model is given using the finite element / control volume ( fe / cv ) technique based on darcy ' s law of creeping flow through a porous media. the heat transfer model is based on the two - dimensional, transient heat conduction equation, including heat generation. the cure kinetics model is based on kamal ' s model, and the degree of the resin cure as a function of temperature and time

    樹脂流動階段的模擬是根據牛頓流體在多孔介質中的滲流理論，應用darcy定律並使用有限元/控制體技術建立起來的；熱傳遞模型是一個二維瞬態熱傳導方程，考慮樹脂反應放熱；樹脂的固化模型利用了kamal提出的固化動力學方程，將固化度取為時間和溫度的函數。
  8. This equation is suggested as mathematical models of physical problems in many fields, such as filtration, biochemistry and dynamics of biological groups

    在滲流理論，生物化學以及生物群體動力學等領域都提出這類方程。
  9. As a whole, the research work of this dissertation can be summarized as follows : ( 1 ) based on the porous media elastic unstable theory, the interfering well flow model of soft soil two - layer structure underground confined water is inferred, and consequently, the basic dewatering calculation method of soft - soil two - layer deep excavation dewatering is inferred

    具體研究內容如下： （一）從彈性多孔介質滲流理論出發，推導出二元結構承壓含水層群井干擾穩定流模型，進而導出軟土地區二元結構地層深基坑降水的基本計算方法。
  10. Slope stability is analyzed according to rainfall intensities, prophase total rainfall, different soil slope gradients and vegetation by saturated - unsaturated seepage theory

    摘要在飽和非飽和滲流理論基礎上，從降雨強度、前期降雨總量、不同的土坡坡度以及是否考慮植被護坡等方面對大氣降雨條件下土坡的穩定性進行了探討。
  11. This paper presents a review of the moisture transfer theories in porous media during drying processes in the last century. then an innovative pore network model in drying based invasion percolation theory and pore network theory essentially different from the classical continuum model is developed. moisture transfer characteristics in porous media during drying process are studied under isothermal and absence of gravity

    本論文首先回顧了近一個世紀以來多孔介質在乾燥過程中內部濕分遷移理論，指出孔道網路理論在多孔介質乾燥研究中所具有的獨到優勢，繼而藉助侵入滲流理論所取得的成果，結合孔道網路理論，分析了乾燥本身的濕分遷移特徵，模擬研究了多孔介質在等溫條件下不考慮重力時的乾燥過程。
  12. Combined with the percolation theory of low permeability oil reservoirs, we derived the function of determining critical technological spacing in low permeability reservoirs, and provided the theoretical basis for determining reasonable well spacing density during the development of low permeability oil reservoirs

    結合低滲透油藏滲流理論得到了低滲透油藏確定極限技術井距的公式，可為低滲透油田開發確定合理井網密度提供理論依據。
  13. Bated on the dynamic and static data from different heavy - oil reservoirs in liaohe oil - field, starting front the theory of percolation flow through porous media, stress analysis and micro tropic reservoir features, and in combination with consideration of sand production regularity, the sand production mechanism and major factors to control sand production are discussed for heavy - oil reservoirs, and the technical strategy of sand control is proposed

    摘要以遼河油田不同類型稠油油藏的動、靜態資料為基礎，從多孔介質中流體滲流理論、應力分析及儲層微觀特徵等方面入手，結合油層出砂規律，對稠油油藏出砂機理及影響出砂程度的主要因素進行了分析，提出了稠油油藏防砂技術對策。
  14. The development and significance of study on fluid flowing in the deformation media gas reservoir

    變形介質氣藏滲流理論研究的發展及研究意義
  15. Secondly, on the basis of seepage theory about ground water, the research way of tunnel rock seepage is investigated

    其次，根據地下水滲流理論，總結出了隧道巖體滲流研究方法。
  16. Transient seepage analyses for gouhou concrete faced rockfill dam were conducted using the unsaturated soil seepage theory

    摘要利用非飽和土滲流理論，對溝后混凝土面板砂礫石壩進行瞬態滲流數值模擬。
  17. Percolation theory can explain the formation of conductive passages under the dependence of the conductivity and graphite content in ecac

    導電瀝青混凝土中導電率與石墨摻量依賴性可用滲流理論解釋其導電通路的形成。
  18. ( 3 ) seepage model for 3 - d fractured rock masses is introduced to seepage problem of underground powerhouse. the research is more intact than before, which serve better construction in practice

    （ 3 ）將三維裂隙巖體滲流理論模型引入到地下廠房洞室群的滲流問題，使地下廠房洞室群滲流場問題的研究更加完整，能夠更好地服務于實際工程的建設。
  19. In the present paper, the author has particular researched into the saturated - unsaturated seepage theories and numerical methods of the roller compacted concrete ( rcc ) dam based on the previous achievements in the field

    本文在總結他人研究成果的基礎上，針對碾壓混凝土壩的主要滲流問題，開展對碾壓混凝土飽和-非飽和滲流理論和演算法方面較詳細的研究工作。
  20. Based on the saturated - unsaturated seepage theory, the mathematic model under the condition of rain infiltration has been deduced. the problem of mathematic model is primarily solved and the rain infiltration boundaries have been successfully handled

    並以飽和一非飽和滲流理論為基礎，推導了考慮降雨入滲的三維飽和一非飽和滲流數學模型，闡述了降雨入滲的數學建模問題，而且對于降雨入滲問題邊界條件的處理也取得了成功。
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