降雨滲入 的英文怎麼說

中文拼音 [jiàngshèn]
降雨滲入 英文
rainfall penetration
  • : 降動詞1. (投降) surrender; capitulate 2. (降伏) subdue; vanquish; tame
  • : 雨名詞(從雲層中降向地面的水) rain
  • : 動詞(液體慢慢地透過或漏出) ooze; seep
  • : Ⅰ動詞1 (進來或進去) enter 2 (參加) join; be admitted into; become a member of 3 (合乎) conf...
  • 降雨 : rainfall降雨持續時間 time of the duration of rainfall; 降雨歷時 rainfall duration; 降雨時數 rainf...
  • 滲入 : 1 (液體滲到裏面去) permeate; seep into 2 (比喻某種勢力鉆進來) (of influence etc ) penetrate...
  1. The common character is impound and infiltration use of rainfall runoff by changing the plane shape of surface soil. water infiltration area is the area of water use

    共同的特點是通過改變地表平面微地形下墊面,就地攔蓄利用徑流,區即為利用區。
  2. This paper evaluates the underground water resources and its safe levels of miming, and then studies the availability of molepipe drainage, a kind of practical underground water regulation technique. starting with the elevation of underground water resources and a safe level of mining through variable system theory, this paper analyzes the conditions of underground water resources based on the well - studied determination method of determining the two hydrographical coefficients : rainfall infiltration replenishment rate and irrigation replenishment rate. then considering irrigation, rainfall, drainage and other related factors, a mathematical model is set up for the calculation of underground water storage, exploitation on water regulation

    論文從灌區的地下水資源及其可開采量評價分析方面手,在對兩個主要的水文地質參數即補給系數、灌溉補給系數確定方法研究的基礎上,對灌區的地下水資源狀況進行分析,依據灌區的灌溉、、排水條件及各種現狀因素,建立了地下水資源量計算的數學模型,西安理工大學工程碩士專業學位論文計算得到青銅峽灌區地下水的最大補給量和可開采量;另外對在開發利用地下水資源過程中的地下水位的調控進行了初步的探討,在銀北灌區開展對暗管排水調控地下水位的試驗研究。
  3. On the basis of the theory about water potential in soils, a partial differential equation of water movement in unsaturated soils is derived, which chose volumetric water content as the control variable. the numerical solution of the equation using finite difference method is discussed in this paper, and the modality to calculate water movement in slope considering rain infiltration

    基於非飽和土的土水勢理論,本文推導了以體積含水率為因變量的二維非飽和土的水分運動方程,並給出了用有限差分法來求解此偏微分方程的方法,得到了考慮影響的土坡水分運動的計算程式。
  4. The approach for dealing with the upper surface boundary conditions to adapt the complicated situation such as infiltration of precipitation or irrigation, surface ponding, runoff formation, evaporation and evaportanspiration as well as the alternative occurrence of these situations are proposed

    提出了適應灌溉、蒸發等復雜的上邊界條件的處理方法,可以用來統一計算土壤剖面灌溉、地表積水、地表產流、蒸發、蒸騰以及當這些現象交替出現時的水分運動過程。
  5. The reason for the failure of loosely residual soil slopes triggered by rainfall is that the contractive failure caused by the penetration of rainfall, giving rise to a high excess pore pressure which reduces shear strength of the soil. the soil is prone to flow slide after failure under the action of gravity due to its high moistu re content

    蔣家溝地區坡殘積土斜坡在暴條件下的破壞是由於導致土體發生剪縮破壞,破壞後土體的孔隙水壓力升高形成超孔隙水壓力、土體強度低、破壞迅速擴展所致,因而大多數斜坡呈流滑型破壞並具有突然性破壞特點。
  6. Based on the theory and method of soil water - dynamics and soil erosion, using the simulated rainfall and double - ring methods, the author systematically studied the soil infiltration law in the slope land of loess plateau

    本文以陜西淳化黃土高原溝壑區和安塞黃土丘陵溝壑區為研究試驗區,應用土壤水動力學和土壤侵蝕學的原理與方法,藉助人工裝置和雙環裝置,通過野外大量試驗與室內分析及計算機模擬等方法,系統地研究了黃土坡耕地土壤規律。
  7. Analyses were made to relate infiltration rates with pam coverage and describe impacts of pam application on infiltration. experimental results showed that the soils treated with pam had better and stabile properties

    分析建立了率與pam的覆蓋率間的相關關系,確定了pam的覆蓋率對的影響。
  8. The infiltration process of the water on the surface is analysized under rainfall conditions, the two - dimensional mathematical model and its boundary conditions are presented

    分析了條件下地表水的過程,提出了條件下非飽和流的二維數學模型及邊界條件。
  9. The coupling analysis program of surface flow and subsurface flow over porous media is developed based on the conversion principles of water on the surface under rainfall conditions. a new method to judge the saturation of the surface is proposed in this thesis, the convergence is speeded up and the cpu time is saved by using this method

    根據非飽和土上水的轉化機理,編制了條件下地表水和產流耦合的計算程序,並根據土-水特徵曲線,提出了判斷地表飽和的條件,根據此條件,加速了收斂速度,節省了cpu的時間。
  10. The alteration procedure of the underground water level is simulated under drizzle and storm rainfall conditions respectively adopting the coupling fem analysis program of surface flow and subsurface flow. the numerical simulation of the underground water level shows that the drain ditch installed over the slope does not have an notable effect on the underground water level

    利用條件下地表水和產流耦合的計算程序,模擬了小強度和大強度對地下水位變化的影響,並用數值計算給出了地表排水溝對地下水變化的影響不是很顯著的結論。
  11. On the basis of analyzing factor ( soil particle composition, soil bulk density, water stable aggregate content, antecedent soil moisture, slope gradient, rain intensity, accumulation depth and soil crust, soil and water conservation tillage measures ) affecting soil infiltration rates, several relation models was obtained ; analyzed in detail different soil and water conservation tillage measures intensifying infiltration rates, while there have the same rainfall condition, the increasing infiltration rates of contour tillage and artificial digging and artificial hoeing in gully areas of loess plateau are 67 % and 41 % and 29 % ; the increasing infiltration rates in hilly areas of loess plateau is 45 % and 22 % and 14 %

    在相同的條件下,黃土高原溝壑區等高耕作與直線坡相比,可提高67 ,人工掏挖可提高41 ,人工鋤耕可提高29 ;黃土丘陵溝壑區等高耕作可提高45 ,人工掏挖可提高22 ,人工鋤耕可提高14 。並根據黃土高原超產流的概念和水量平衡方程,建立了不同水土保持耕作措施強化速率模型。
  12. In addition, at ncku - re study site, collections of soil water contents and data of rainfall estimate infiltration and runoff in homogeneous unsaturated soil profiles, after net fuzzy - neuro training, to analyze soil infiltration behavior and determine the infiltration and runoff of the region of the subsurface

    中文摘要本研究主要目的將現地資料含水量,運用模糊類神經網路去做訓練,在考慮與土壤含水量,進行未飽和層剖面之地表、逕流分析與推估。
  13. The primarily results were displayed as follows : 1. according to research for linear slope in the different slope gradient and different rainfall intensity, soil steady infiltration rates between water - pressure and no water - pressure have a linear relation while there is the same soil properties, soil steady infiltration rates in gully areas of loess plateau is between 1. 8 times and 3. 0 times, between 2. 1 times and 3. 2 times in hilly areas of loess plateau

    主要結果如下: ( 1 )以不同坡度、不同強度下的直線坡為例,得出黃土坡耕地有壓速率大於無壓速率,兩者呈直線關系,在黃土高原溝壑區兩者穩定速率之比介於1 . 8 3 . 0倍之間,黃土丘陵溝壑區介於2 . 1 3 . 2倍之間。
  14. Based on the current research studies and needs in engineering, presented and discussed the following four fundamental problems of unsaturated seepage were : numerical modeling theories, modeling of rainfall infiltration, initial water content and hydraulic conductivity and its effect on the numerical simulation

    摘要立足於非飽和流問題的研究現狀和應用需求,對4個常見的非飽和流基本問題進行了論述:非飽和流及其數值模擬理論;非飽和及其模擬中的問題;初始水分量及其考慮;土的非飽和透特性以及對流計算結果的影響。
  15. ( 2 ) the method of finite element discrete and optimal parameter back analysis is adopted. ( 3 ) concentrated on the question of high external water pressure of the deep - lying tunnel, the basic theory and method calculating external water pressure are systematically studied. ( 4 ) based on jinping cascade 2 hydropower station, numerical simulation rain infiltration of seepage field under different drainage pattern and grouting pattern are studied, also, the high external water pressure is analyzed and studied and some seepage control measures are put forward

    ( 2 )採用有限元離散?優化法進行參數的反演分析; ( 3 )針對深埋隧洞的高外水壓力問題,進一步分析和研究了襯砌水荷載及外水壓力的作用機理和計算方法; ( 4 )以錦屏二級水電站深埋長引水隧洞作為本文的主要研究對象,採用考慮流場分析的方法對排水方案和灌漿封堵方案不同情況下的流場的水頭分佈進行了數值模擬,並對其外水壓力進行了分析和研究,提出了流控制的具體措施。
  16. Using the calibrated model, the effect of diversified factors in the variation of groundwater is analyzed. the result shows that, the change of groundwater level has close relation with the rainfall. in the meanwhile, with the built of rubber dam, it is also been one of an important supply source of the groundwater storage

    模擬結果表明,地下水位的變化與當地量的大小及時程分配,地下水開采量的大小及時程分配和河流來水情況密切相關,其中,、河流漏對地下水補給起到決定性作用,同時,隨著橡膠壩的修建,也使其成為地下水庫的一個重要補給來源。
  17. The wetting front moved nearly parallel to the soil surface, and its length could be described by a power function of time, when the distribution of initial soil water was uniform

    當初始含水量分佈均勻時,過程中濕潤鋒面幾乎平行坡面運移,濕潤鋒深度與時間的關系可用冪函數描述。
  18. Parametric study on the effect of rain infiltration on stability of unsaturated expansive soil slope

    對非飽和膨脹土邊坡穩定性影響的參數研究
  19. The cornfield experiment showed that pam could significantly reduce runoff and increase infiltration of rainwater and increase soil water content

    田間試驗表明, pam能夠有效地減少土壤表面的徑流量,增加土壤的, pam覆蓋率越高越有利於
  20. The development of subsurface flow in soil slope due to rainfall infiltration has been studied with numerical analysis

    摘要對降雨滲入坡面土壤所產生地下水流的進展過程進行了數值解析計算。
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