飽和水的地層 的英文怎麼說

中文拼音 [bǎoshuǐdedecéng]
飽和水的地層 英文
water-saturated bed
  • : Ⅰ形容詞1 (吃足) have eaten one s fill; be full 2 (充實; 飽滿) full; plump Ⅱ副詞(充足; 充分)...
  • : 和動詞(在粉狀物中加液體攪拌或揉弄使有黏性) mix (powder) with water, etc. : 和點兒灰泥 prepare some plaster
  • : 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...
  • : 4次方是 The fourth power of 2 is direction
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  • 飽和 : (在一定溫度壓力下, 溶液可含溶質的量達到最大限度, 不能再溶解, 泛指事物達到最高限度) saturation; saturated
  1. At the same time, the quality of different - state water was studied. the results show : the soil bulk density of the fir wildwood heightens with the increase of soil depth, specifically 0. 74 > 0. 94 andl. 34g / cm3, the saturated, canaliculus and field moisture contents decrease gradually in layer a, b and c, accordingly the soil total foveola decreases gradually, and the moisture - hold capacity of the soil lessens gradually with the increase of the soil depth ; there is small difference of the soil bulk density between layer a and b in the outer space, which are respectively 0. 92 and 0. 99g / cm3, and the other laws are the same as the in ner in the main ; reverse success often occurs in the low position of the thoroughly - fell trace and plateau marsh is formed

    結果表明:冷杉原始森林土壤容重隨土深度增加而增大,分別為0 . 74 、 0 . 94 、 1 . 34g cm ~ 3 ,量、毛管持量、田間持量a、 b、 c逐漸減小,十壤總孔隙度也逐漸減小,土壤能力隨深度增加逐漸減弱;林外空a、 b十壤容重相差不人,分別為0 . 920 . 99g cm ~ 3 ,其它規律與林內人體相同:皆伐跡低洼段容易發生逆行演替,形成高原沼澤
  2. Using the rock resistivity meter with simulating in - situ conditions, the relations between rock resistivity and temperature were observed from 6 sandstone samples with different porosity and permeability, while samples were brine water - saturated and subjected to certain confining pressure. it is found that the resistivities of water - saturated rock samples decrease in the form of power expression with the temperature increase. although the resistivity of brine water decreases with temperature in the same rule, it can not entirely account for the decreasing of rock resistivity. the cementation factor

    利用模擬條件巖芯電阻率測量儀,對6塊孔隙度滲透率各不相同砂巖巖芯,在一定圍壓條件下,巖芯完全時,考察了巖芯電阻率隨溫度變化。發現巖芯電阻率隨溫度升高,以冪函數形式下降。雖然巖芯中電阻率同樣隨溫度以冪函數形式下降,但巖芯電阻率下降不能完全用巖芯下降表徵。
  3. The low resistivity oil layers include those layers with high salinity formation water, high water saturation and low oil saturation, or riched in argilliferous sandstone low resistivity oil layers

    摘要低電阻率油包括含有高礦化度、高含低含油或富含泥質砂巖低電阻油等。
  4. 2. the diagnostic surface horizons divided on the soils of the area are mollic epipedon, umbric epipedon and ochric epipedon. the diagnostic subsurface horizons are cambic horizon, argic horizon, histic evidence and mattic evidence. the diagnostic characteristics are sapric soil materials, folic soil materials, soil moisture regimes, soil temperature regimes, ferric property and base saturation

    區土壤劃分出診斷表有暗沃表、暗瘠表淡薄表,診斷表下有雛形、粘化,診斷現象有有機現象、草氈現象,診斷特性有6個:高腐有機土壤物質、落葉有機土壤物質、土壤分狀況、土壤溫度狀況、鐵質特性、鹽基度。
  5. Testing on logs in laminated shaly sands it demonstrates that the model can be applied in laminated shaly sands. testing on effects of rdc. and vdc representing clay resistivity and fraction or dry clay resistivity and fraction on water saturation calculated by the model it proves that it is very reasonable for rdc to be clay resistivity and vdc to be dry clay fraction, so the mode l derived from the paper can be used to evaluate shaly sands

    通過一組狀泥質砂巖測井資料解釋,表明該模型適用於狀泥質砂巖解釋;通過考察rdc 、 vdc代表粘土或干粘土電阻率及含量對該模型計算含影響,說明rdc代表粘土電阻率,而vdc代表干粘土含量是合適,因此,使用文中給出電阻率模型能更好解決泥質砂巖問題。
  6. The main work includes : based on biot ' s dynamic consolidation equations, by the method of integral transform and matrix transfer, two - dimensional consolidation of layered saturated soils is studied. then, the general integral solutions of stress ( including pore pressure ) and displacement ( including fluid flow ) of any point were obtained under harmonic vibration loads according to staunch boundary condition. second, a program to verify the correctness of this dissertation is developed

    主要工作有:本文根據biot平面動力固結方程,運用積分變換矩陣傳遞方法,研究了成二維biot固結問題,根據下邊界為不透基巖邊界條件,獲得了基表面作用簡諧振動荷載時,任意點應力(包括孔壓) 、位移(包括流體流量)一般積分形式解。
  7. Beven 18 suggested that when it is applied in its original form to a river basin with thin soils over an imperme - able base, the quasi - steady state approximation holds. however, he also noted that for a variety of alternative transmissivity profiles, or when the saturated depth of the aquifer is large, the deviation in the actual shape of the water table from a steady - state shape can be both large enough and last long enough to call into question the assumption of quasi - steady dynamics

    Beven 18也也指出這種「擬穩定」下徑流機制雖然能夠較好應用於那些不透之上土壤厚度比較薄流域,但對于那些非土壤厚度隨空間變化較大也就是變化比較大,或者潛厚度較大流域,使用這種「擬線性」topmodel下徑流機制就容易產生問題
  8. The typical samples with different lithological characters are collected from two wells of representative reservoir consisting of sandstone and conglomerate of positive rhythm. compressional and shear wave velocities, porosity, and clay content are measured in two states fully saturated with water

    在復雜正旋迴砂礫巖儲中,從兩口井系統採集了不同巖性典型樣品,在不同有效壓力及兩種狀態氣下測試了巖石縱橫波速度。
  9. Subsurface runoff is obviously closely related with soil water movement in the unsaturated soil zone and dynamic change of the groundwater table. there - fore, it is necessary to develop the subsurface runoff model with a physical base associated with recharge on the aquifer and total storage in the reservoir. also a soil model with a dynamic representation of the groundwater table makes it possible and reasonable to represent a more logical subsurface runoff parame - terization

    下徑流顯然與非土壤分運動以及動態變化密切相關,因而有必要發展考慮土壤含量與潛面science in china ser . d earth sciences 376中國科學d輯球科學第36卷分通量以及位動態變化土壤模型相適應且具有物理意義下徑流模型;同時位動態表示土壤模型也為發展更為合理下徑流模型創造了很好條件
  10. Treating the soil as a two - phase mixture and considering the interactive influence of seepage and solid deformation, this paper analyzes the dynamic impedance of group piles in layered saturated porous media by indirect boundary element method and investigates the effects of pore fluid in saturated soils on dynamic impedance of piles

    摘要將軟土基視為兩相介質,考慮滲流土骨架變形耦合作用,用間接邊界元法分析軟土基中橫向受荷群樁動力阻抗,探討土中孔隙流體對土中橫向受荷群樁動力阻抗影響。
  11. Through analyzing the effect of temperature and nitrogen on crude oil viscosity the influences of different nitrogen injection volume and injection modes on steam displacement are contrasted, the mechanism of nitrogen - assisted steam stimulation is clarified, which includes : heat carrying capacity is raised, the saturation of remaining oil is reduced after nitrogen - assisted injection is made ; crude oil flow is enhanced because of nitrogen compression and dispersion and the change of oil flow shape ; water back - production rate is improved by expanding the steam sweep volume and compensating in - situ energy ; steam distillation effect is enhanced

    通過分析溫度、氮氣對原油粘度影響,對比不同注氮量、不同注入方式等對蒸汽驅油效果影響,弄清了氮氣輔助蒸汽增產機理主要表現在:氮氣輔助后增加攜熱能力,降低殘余油度,氮氣壓縮膨脹作用分散改變了原油流動形態,增強了原油流動性;擴大蒸汽波及體積,補充能量,提高回採率,強化蒸汽蒸餾效應。
  12. The technique of water conservation in gneiss area of tai - hang mountain : on the facet of water conservation measure, four sorts of water conservation measures can all improve the soil water content. the result of straw mulch is best, using water holding agent in soil and plastic mulch are better, stone mulch is worse. four sorts of water conservation measures all improve the physical character of surface layer soil

    太行山片麻巖區保技術:在保措施方面:四種保措施均能提高土壤含量,秸稈覆蓋效果最好,土施保膜覆蓋效果其次,石塊覆蓋效果較差;四種保措施使表土壤物理性狀均有一定改善,使土壤容重降低、孔隙度土壤量增加。
  13. Based on experimental research on electrical property of waterflooded rock we have found that variation of salinity has much effect on rock resistivity, and it makes that relation curves of complex resistivity and in - phase resistivity of rock under single frequency with water saturation are characteristic of u - style curve, just like relation curves of waterflooded rock resisitivity with water saturation, but salinity variation has little effect on rock dispersion property

    摘要通過淹巖石巖電特性實驗研究發現,礦化度變化,對巖石電阻率幅值影響較大,致使單一頻率下巖石復電阻率幅值同相電阻率也會象常規電阻率一樣,隨著含變化,出現" u "形曲線,而相對而言,礦化度對巖石頻散特性影響較小。
  14. This model is validated by a subsurface flow separation algorithm for an ex - ample river basin, which shows that the new model can simulate the subsurface flow reasonably. keywords : subsurface runoff parameterization, boussinesq - storage equation, water storage and re - charge. hydrological processes including surface runoff, subsurface runoff, and soil water movement play a great role in land surface processes

    文中基於boussinesq - storage方程建立了同時考慮潛分儲存分入滲兩方面影響下徑流機制,並利用流域文資料以及下徑流分離演算法驗證了所建立模型可靠性,結果表明該模型能夠比較合理模擬下徑流變化情況
  15. Traditionally, the saturated zone is modeled as a simple lumped continuity equation :, dsitqsdt where t is time, s is the total storage in the reservoir, i is the spatially integrated volume of incoming wa - ter, and q is the discharge subsurface runoff which only depends on the total storage s. this kind of subsurface runoff model has many different parame - terizations 10 12, however it has a very common char - acteristic that the subsurface runoff is just a sin - gle - valued storage - discharge function

    對于大尺度文模型而言,目前常常採用是集總式下徑流機制,其連續性方程一般可表示為d , dsitqst ? 1這里t是時間, s表示整個流域潛面土壤區域總分儲存量, i t表示t時刻土壤區域向整個潛分補充量, q s表示僅依賴於分儲存量s下徑流量量
  16. Thirdly, the method to calculate the 3 - d dynamic responding of layered transversely isotropic saturated soils to an arbitrary buried source in cylindrical coordinate as well as to an arbitrary harmonious source in rectangular coordinate is presented respectively. based on biot ' s wave theory, the 3 - d wave equations in cylindrical coordinate for transversely isotropic saturated poroelastic media are transformed into a group of governing different equations with 1 - order by the fourier expanding with respect to azimuth and hankel integral transform method or by the double fourier transform method with respect to horizontal coordinates in rectangular coordinate. then, transfer matrixes within layered media are derived under the continuous conditions, drainage conditions and the boundary conditions

    基於biot波動理論,通過fouricr變換,將橫觀各向同性土三維非軸對稱波動方程轉化為一組一階常微分方程組,再經har止el變換,建立問題狀態方程,求解狀態方程得到傳遞矩陣;利用傳遞矩陣,結合邊界條件、排條件及間接觸連續條件,首次給出狀橫觀各向同性基在任意展力作用下三維非軸對稱動力響應解析解。
  17. 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將現資料含量,運用模糊類神經網路去做訓練,在考慮降雨與土壤含量,進行未剖面之表入滲、逕流分析與推估。
  18. After the saturated karstic spring was exposed to ground, for the changing of temperature, pressure, dynamics and the infecting of creatures, the ca / mgco3 deposited and turns into the travertine. the travertine heightened, and accumulated water to lakes, when the water brimmed over, waterfall came into being. this is the famous " stratified lakes and folded waterfalls " sight

    該區鈣華系巖溶出露表后,因溫度、壓力、動力條件發生改變,加上生物作用影響, ca / mgco _ 3析出堆積而成,並逐漸加高瀦成湖;湖充盈,疊成瀑,從而形成了沿溝谷底疊疊分佈湖疊瀑」奇景組合。
  19. As we all know, the heat transfer of geothermal heat exchanger ( ghe ) is affected by a lot of factors, where groundwater advection has a comparatively great impact indicated by experimental data. while almost all the design tools for ghe are based on principles of heat conduction and rely on some estimate of the ground thermal conductivity and volumetric specific heat. however, the large part of vertical u - type pipe lies in the saturated soil, especially in zones along the coast or with plentiful groundwater, which will be affected by groundwater advection greatly

    但是對於垂直u型埋管來說,管段大部分位於土壤區內,實際上其穿透中總是存在著滲流,尤其是在沿海(河、湖泊)區或豐富區,埋管傳熱性能大部分都受到滲流影響,此時土壤內發生是熱傳導滲流共同作用下復雜、非穩定傳熱傳質過程(簡稱熱滲耦合傳熱過程) 。
  20. It is found, in one - dimensional subsurface flows, that porosity and storativity play an important role in the propagation of the head potential fluctuation

    由研究發現,一維中,受擾動傳遞快慢受土壤儲系數及有效孔隙率影響。
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