透水常數 的英文怎麼說

中文拼音 [tòushuǐchángshǔ]
透水常數 英文
transmission constant
  • : Ⅰ動詞1 (滲透; 穿透) penetrate; pass [seep] through 2 (暗地裡告訴) tell secretly; let out; lea...
  • : 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...
  • : 數副詞(屢次) frequently; repeatedly
  • 透水 : permeable; pervious to water透水壩 permeable dike; filter dam; 透水層 [地] pervious bed; permeabl...
  1. And the explicit finite difference method, the combining method of the central difference method and newmark s constant average acceleration method, and the transmitting boundary are used. by comparing the acceleration determined by the several methods of the displacements or velocities, a computing method of acceleration employed the one side difference of velocity is more practicality in this research. corresponding to normal incidence of the body waves, p waves or svwaves, and rayleigh surface waves, two two - dimensional finite difference programs are compiled to compu te the dynamic response of two - phase media

    以土力學模型為基礎,利用以土骨架和孔隙流體的四個位移為基本未知量的值方法去模擬二維飽介質中的地震波傳播,採用了顯式差分方法(中心差分法和newmark平均加速度法結合)和射邊界,通過比較利用幾種差分格式求解的加速度結果,發現一種用速度單邊差分求解加速度的方法在本文研究中較為實用,分別編制了體波( p波或sv波) 、 rayleigh面波輸入時求解兩相介質動力響應的兩個二維值分析程序。
  2. Based on the lab orthogonal tests, using self - manufactured constant head permeameter, the effect of gravel content, void ratio and particle shape on the coefficient of permeability of soil - rock - mixture was studied

    本文採用室內正交實驗,利用自製的頭滲儀,研究了礫石含量、孔隙比和顆粒形狀3個因素在不同平下對土石混合體滲的影響。
  3. First, on the base of investigating geleshan geologic environments, the author carefully analyzes them, studies their water storage structure, discusses the relationship of underground water dynamic changes and tunnel drainage by desiccation ; secondly, the author makes the dynamic analysis, regression analysis, routine hydrochemistry analysis, isotope analysis, so draws to guan - yin gorge anticlire east and west slot ' s karst developing features, alternated conditions underground water and supplying drain ways ; thirdly, by stating the fissuring ' s surveying data, the author calculates the seeping tensor

    作者在進行歌樂山地質環境調查的基礎上,仔細分析了大量觀測資料,研究其儲構造,掌握地下動態變化與隧道施工涌的關系,及補給受降雨的影響情況。對隧道周圍的地下進行動態分析、回歸分析、化學分析以及同位素分析,得出觀音峽背斜東西翼槽谷的巖溶發育特徵,及地下的循環交替條件、補給排泄途徑;統計分析裂隙測量據,計算滲張量。
  4. In the light of the increasing interest among members of the public to see the chinese white dolphins in hong kong s waters, the agriculture, fisheries and conservation department ( afcd ) is monitoring closely dolphin watching activities through patrolling the dolphin sanctuary at the sha chau and lung kwu chau marine park and other waters in hong kong where the animals frequent

    由於有興趣到本港域觀賞中華白海豚的市民的目上升,漁農自然護理署(漁護署)正過派員在沙洲及龍鼓洲海岸公園的海豚保護區,以及海豚經出沒的本港其他域巡邏,密切監察有關活動進行的情況。
  5. Cixin very beautiful color bracelets, crystal default, the quality of the jade pure, pure jade thoroughly, and the shallow qingseling bracelet like the bottom of the lake is clear spring water, with numerous temptations and beautiful

    此款手鐲顏色非漂亮,晶瑩潤澤,玉質純凈,玉色純,淺清色的鐲子如一潭清澈見底的泉,充滿無的誘惑與美麗。
  6. At the same time, the paper deduces the essential character of the model, gets the solution of model parameters and discusses the problems during engineering application of the analysis model. ( 3 ), one dimensional consolidation theory of impeded boundary by linear loading is deduced for layered soil, which expands the consolidation theory of impeded boundary. afterwards, the paper discusses the application of the model for settlement data of layered soil

    分析了沉降據模型的基本性質,得出了模型參的解法,探討了沉降據分析模型在工程應用中存在的見問題; ( 3 )針對分層地基,推導了等速加荷條件下半邊界一維固結理論解,完善了半邊界固結理論,並討論了沉降據分析模型在分層沉降據分析中的應用問題; ( 4 )結合工程實例,闡述了沉降據分析模型的應用。
  7. Based on the study of water cut and recovery degree for jilin low permeable oilfield, and improvement of tong ' s chart for relation between water cut and recovery degree, the constant is changed from 7. 5 to 13 according with change rule of water cut and recovery degree for low permeable oilfield

    摘要在吉林低滲油田開發含與采出程度關系研究基礎上,通過對童氏含與采出程度關系圖版改進,把7 . 5這個換成13 ,符合低滲油田的含率與采出程度變化規律。
  8. 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

    摘要立足於非飽和滲流問題的研究現狀和應用需求,對4個見的非飽和滲流基本問題進行了論述:非飽和滲流及其值模擬理論;非飽和降雨入滲及其模擬中的問題;初始分量及其考慮;土的非飽和滲特性以及對滲流計算結果的影響。
  9. By using ec membrane material as column packing, double - distilled water as mobile phase, the retention times ( tr " ) are measured with suitable inorganic and organic compound as solutes. 3. complying with the retention times, the partition coefficient of the solute ( ka " ) and the ratio of the surface excess concentration of solute ( ) with the concentration of the parent fraction ( cab ) are calculated

    利用物理改性的方法研製了乙基纖維素( ethylcellulose ,簡稱ec )膜材料,並將其作為高效液相色譜柱的固體填料,以高效液相色譜模擬反滲實驗平衡條件,以為流動相,選擇合適的無機物和有機物作為溶質,測定乙基纖維素對它們的相對保留時間及平衡分配k _ a 。
  10. The condition of water pressure acting on the both sides of cement - soil retaining wall is researched by computing the seepage field around the wall. it is illustrated that the coefficient of water pressure, which isn ' t constant along the height, is affected seriously by some factors, e. g., the distribution and relative hydraulic permeability of the soil beside the wall, the hydraulic permeability of its foundation, and the buried depth of the impervious layer. as a whole, the lateral pressure acting on the wall based on seepage is always smaller than that without regard to seepage in the non - excavated zone. moreover, the pressure based on seepage is greater than that without regard to seepage in the excavated zone if the coefficient of passive pressure is smaller than 1. 176. this case is of great advantage to the stability of the wall

    通過計算泥土擋土墻周圍的滲流場,研究了墻側壓力的變化規律.結果表明:壓力系沿高程並非,且受到墻側土層分佈及其相對性、墻基土的性和下臥不層埋深等因素的嚴重影響.總體來說,考慮滲流時墻后的側壓力總小於不考慮滲流時的相應值,且當墻前的被動土壓力系較小時,考慮滲流時該側的側壓力則大於不考慮滲流時的相應值,因此,這種情況有利於擋土墻的穩定
  11. Standard test methods for water permeability of geotextiles by permittivity

    通過介電測試土工織物的性的標準試驗方法
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