滲流量 的英文怎麼說

中文拼音 [shènliúliáng]
滲流量 英文
quantity of seepage
  • : 動詞(液體慢慢地透過或漏出) ooze; seep
  • : 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...
  • : 量動1. (度量) measure 2. (估量) estimate; size up
  • 流量 : rate of flow; flow; runoff; discharge; throughput; (flow) rate; quantity (of flow); flux
  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;運用質守恆定律和地下水原理,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. 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,然後通過大室內試驗進行分析驗證; ( 2 )引入有關理論,即柯茲尼-卡爾曼( kozeny - carman )經驗公式,將透系數引進到土體本構關系中。
  3. Excavation of tunnel will lead to local geotectonic stress release and redistribution around tunnel ; the appearance of new outlet boundary will lead to outlet seepage of subsurface water and the change of mountain seepage field

    隧洞開挖將引起局部地應力的釋放及洞周附近的地應力的重新分佈;隧洞開挖后新的出水邊界的出現將導致地下水的大及山體場的改變。
  4. Their biggest concerns are preventing seepage under or through the embankment, stabilizing the slopes, and overbuilding to counteract settling, which can be up to 5 percent for soils compacted during construction and 15 percent for uncompacted material

    工程師最注意的幾點包括防止堤防底部或內部出現、穩定邊坡,以及超建造以防止沉降,也就是在建造時增加5 %壓實土壤和15 %未壓實物料。
  5. This paper emphasize study the seepage of vacuum - heaped load combining precompression., deduce the drainage quantity computation formula for stage loading in soft soil. an example show that the results of calculation are in good agreement with the measured value, this explain that the formula is rational

    本文重點對真空堆載聯合預壓法的進行了研究,得出了在分級加荷下軟土地基滲流量的計算公式,算例表明其計算值與實測值較吻合,說明所建模型是比較合理的。
  6. The thesis built the relation between containing water and the properties of trail dam ' s soil by geomechanical properties of trail dam ' s soil ; analysed the seep rule of water in the trail dam ' s field and the change of soakage line. the thesis applied the limited element to analyze the trail dam of baogang by the engineering item in production. it calculates the dynamic and static response about the dam using the numerical simulation method

    本文通過大的尾礦土物理力學性質試驗資料,建立了含水與尾礦土性質之間關系曲線;分析了水在尾礦壩區的規律和不同標高時浸潤線的變化情況,為分析尾礦壩的穩定性提供依據;結合生產上的工程項目,從包鋼尾礦壩的穩定性研究入手,應用有限元法,通過數值模擬分析了水對尾礦壩的靜力、動力穩定性影響。
  7. The resistivity - temperature curve can be predicted by using this mathematical model, which was in good agreement with the experimental data when the cb volume fraction is close to the critical volume fraction

    利用這個數學模型,還對兩種ptc材料的阻溫曲線進行了預測,與實測結果比較發現,當炭黑含閾值附近時,預測值與實測數據吻合很好。
  8. It is suggested that in the regions of aqueous soil with faster seepage velocity, either the tube - wells can be spaced adequately closer or for the same spacing the number of tube - wells and length of tubes can be reduced under the condition of assuring regular heat transfer effect

    速度較大的富水地區,在保證常規換熱效果的情況下,管井間距可適當減小,或在同樣管井間距下,可減少管井數或減小理管長度。
  9. After the integrated study of various boundary hydraulic conditions and field hydraulic conditions, a new method that the hydraulic conditions of seepage can be classified as three boundary conditions and three field conditions is presented. the variational expressions of various hydraulic conditions in seepage problems are deduced based on minimum energy dissipation principle, and the variational principles of seepage problems are enriched and developed

    文中在綜合分析了多孔介質問題各類邊界條件和源(匯)條件的基礎上,提出將問題的水力條件劃分為三類邊界條件和三類源(匯)條件;基於最小能耗散原理推導了問題中各類水力條件的變分表達,豐富並發展了問題變分原理。
  10. The finite element analysis of 3d seepage field for surrounding rock mass of cavern groups of underground powerhouses was performed based on the nodal virtual flux method for solving the non - pressure seepage field and the improved drainage substructure technique for accurately simulating the complex seepage behaviors of densely distributed drainage holes, with emphasis placed on the seepage properties of the anti - seepage concrete curtain and drainage curtain in the anti - seepage and drainage system

    摘要在求解無壓場結點虛法的基礎上,結合可精細模擬密集排水孔復雜水力行為的改進排水子結構技術,付某地下廠房廠區洞室群圍巖區三維場進行了有限元求解分析,著重研究了防排水系統中的帷幕和排水幕的特性。
  11. The infiltration rate in wetting front interface is speeder than that under single trickle source. the wetted soil volume shape becomes a strip which parallel lateral. the soil water content distribution under trickle source wetting front overlapping is more than that of single source

    在滴頭為5 . 3l h條件下,在相同的入時間內大容重土壤的水平入距離較低容重的土壤大27 ,而其豎直入距離則較小容重土壤小14 。
  12. In case of big discharge rate, the influence in horizontal is notable. however, in case of small discharge rate, the influence in vertical wetting front is notable, ( 3 ) in case of trickle source wetting front overlapping, the infiltration pattern is different from that of single trickle source infiltration

    在滴頭為2l h條件下,在相同的入時間內,大容重土壤的地表水平入距離較小容重土壤大7 ,而其垂向入距離則較小容重土壤小20 。
  13. The percentage of preferential flow flux over the total infiltrated water can reach 2. 40 % ~ 48. 72 %

    優先水分通最大可達剖面水分通的17200倍,會在很大程度上增加土壤水分運動通
  14. The gullies are formed by the processes of infiltration - interflow - collapses. ( 2 ) in the slope with sand - loess, the major factors of water erosion are the rainfall intensity and rainfall amount of annual first rainfall. ( 3 ) in the region, the evolution processes of slope gully system results from alternative actions of sand deposition and water erosion

    ( 1 )有片沙覆蓋的斜坡小區,徑少,但徑含沙率大,坡溝的形成過程是:垂直坡地潛崩塌; ( 2 )在沙黃土斜坡小區,每年春末夏初降雨的強度及降雨是決定坡面產沙的關鍵因素; ( 3 )該區坡溝系統的形成發育是風沙沉積、風蝕與水蝕交替作用的結果。
  15. ( 2 ) in order to validate the rightness of the parameters, hydrogeology parameters is measured, such as discharge, percolation coefficient and hydraulic pressure using the precise instruments and existing formula and arithmetic

    (二)利用各種精密測儀器進行滲流量透系數、水壓力等水文地質參數的測定,結合已有的公式和演算法,驗證各種數據的取值合理性。
  16. Preliminary analysis on seepage discharge of closure dike

    戧堤堰體滲流量初步研究
  17. Abstract : it is shown by analysing the observation data of uplift pressure and seepage flow that in spring the uplift pressure and seepage flow increase rapidly. this result means that in order to keep the reservoir safety, the monitoring should be intensified

    文摘:對石門拱壩揚壓力、滲流量實測資料進行分析,發現石門拱壩在每年春季揚壓力、滲流量劇增,應加強監測,以確保工程的安全運行。
  18. The special structure of zippered plastic pipe zippered seep holes made a greater seepage quantity on the condition of bare pipe ( no anti - blocking material adopted at the mouth of seep holes ). so several kinds of anti - seepage material were adopted in the experiment of this part in order to find the proper anti - seepage material ( nonwoven fabrics glued by neoprene ) and working head ( 3m ' s working herd on initial irrigation )

    由於拉鏈式塑料管的獨特構造(拉鏈式水孔口) ,裸管(水孔口不採用任何防堵材料)情況下滲流量很大,所以本部分試驗採用了幾種防材料試驗,最後通過比較分析,找到了合適的防材料(氯汀膠粘無紡布)和工作水頭(初始灌水時3m工作水頭) 。
  19. Prediction of seepage quantities of a dam foundation based on artificial neural network model with learning into groups

    大壩基礎滲流量預測的交替學習人工神經網路方法研究
  20. According to the existing studies of the basic law of fracture seepage, there are two sharp contrastive relations between seepage discharge and aperture : super - cubic and sub - cubic. similarly, there are also two opposite relations between seepage discharge and relative roughness : positive and negative relations

    2 、現有的裂隙基本規律的研究成果中,滲流量與隙寬出現兩種截然相反的關系:超立方和次立方關系;滲流量與相對粗糙度也存在兩種相反的關系:正相關和負相關關系。
分享友人