滲水孔 的英文怎麼說

中文拼音 [shènshuǐkǒng]
滲水孔 英文
weeper
  • 滲 : 動詞（液體慢慢地透過或漏出） ooze; seep
  • 水 : 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...
  • 滲水 : bulging
  1. The variations in trace element contents and ratios may hold up a mirror to the lake - level fluctuations and climatic changes, which, in turn, have exerted a direct and important effect on the sequence stratigraphic development. collectively, the reservoir rocks from the yanchang formation consist dominantly of the delta front subfacies subaqueous distributary channel and channel - mouth bar microfacies and delta plain subfacies subaerial distributary channel microfacies fine - grained feldspar sandstones and siltstones. the reservoir rocks have been subjected to three stages of diagenetic and porosity evolution : ( 1 ) the porosity reduction by the mechanical compaction and chemical pressure solution during the early diagenetic stage ; ( 2 ) the porosity increase by the dissolution during the a substage of the late diagenetic stage, and ( 3 ) the porosity reduction by the cementation and filling during the b substage of the late diagenetic stage

    系統的儲層特徵研究表明，該區延長組儲層成因類型主要為三角洲前緣水下分流河道、河口砂壩及三角洲平原水上分流河道微相細粒長石砂巖、粉砂巖；儲層巖石經歷了壓實，膠結，溶蝕等成巖作用，歷經早成巖機械壓實和化學壓溶孔隙縮小期、晚成巖a亞期溶蝕作用孔隙擴大期及晚成巖a亞期（ b亞期）膠結充填孔隙縮小期三個成巖-孔隙演化階段；儲層物性總體上具有較低孔滲、低孔滲的特點，孔隙類型主要為粒間溶孔、殘余粒間孔隙、粒內溶孔、晶間孔及晶間溶孔，裂縫不發育，儲集巖排驅壓力和中值壓力較高，孔隙結構類型以細小孔-微孔隙，微細喉-微喉型為主。
  2. Salt treatment had effects on growth, succulence and some physiological parameters. in present study, suaeda salsa seedlings were treated with different salts and isoosmotic peg to examine the succulence and some physiological parameters. the hydraulic conductance ( lo ) of the roots, the water permeability of protoplasts and western blot analysis of aquaporins in plasma membrane and tonoplast under nacl were determined

    本實驗以鹽生植物堿蓬幼苗為材料，用不同的鹽及與nacl等滲的peg處理，測定肉質化及有關生理指標，並測定nacl處理下植物根的導水性，原生質體的水滲透性，並在分子水平上進行了細胞質膜及液泡膜水孔蛋白免疫雜交分析。
  3. 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

    摘要在求解無壓滲流場結點虛流量法的基礎上，結合可精細模擬密集排水孔復雜滲流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滲流場進行了有限元求解分析，著重研究了防滲排水系統中的帷幕和排水幕的滲流特性。
  4. It is concluded : the determination of the center spacing may be conducted under the permissible elevation of the exit line of seepage surface on slope surface downstream. in the end, the author has analysed the seepage field what the holes are placed two rows along the slope height

    另外，在對比多種孔距的方案分析結果的基礎上，得出結論：排水孔孔距變化對邊坡滲流場沿邊坡走向方向水頭分佈影響明顯，布設排水孔應根據目標降深確定排水孔孔距。
  5. Air element methad for modeling drainage holes in seepage analysis

    滲流分析中排水孔模擬的空氣單元法
  6. A new method of close drainage hole simulation in the seepage control analysis

    滲流控制分析中密集排水孔模擬的新方法
  7. The drainage hole in the analysis of using air element method to simulate seepage field

    空氣單元法模擬滲流場分析中的排水孔
  8. Study on parameter of composite element method for modeling drain hole in seepage analysis

    滲流分析中排水孔模擬復合單元法的參數研究
  9. The result shows that the drainage curtain is of high drainability under smooth drainage condition, and that the variation of the spacing between drainage holes within a certain range is of little influence on the water head distribution of the seepage field

    研究表明，排水幕在排水通暢的前提下具有強大的排水能力，其排水孔間距在一定范圍內變化對滲流場水頭分佈影響不明顯。
  10. ( 2 ) the treat of drainage wells and drainage curtains is a key point of seepage control research. drainage holes ( curtains ) must be simulated exactly because there are a large amount of drainage wells ( curtains ) that are of great effect, which requires high technique demands for mesh partition and capacity of computer. the question is extremely complicated

    （ 2 ）地下廠房洞室群的排水孔排水幕的處理一直是滲控研究的重點，由於排水孔（幕）數量眾多，滲控作用大，須盡可能精確模擬，這對網格劃分以及計算機的容量都提出極高的技術要求，問題極為復雜。
  11. Standard test method for measurement of pneumatic permeability of partially saturated porous materials by flowing air

    用流動空氣測定局部飽水孔隙材料氣動滲透性的標準試驗方法
  12. The summer dike consisting of water absorbing and quick setting material is made of the outer geotextile bag - form, the geomembrance inner bag - form with the effective water - retaining material inside and protecting cushion, reinforcing band, water injection hole, anti - seepage strap etc

    摘要吸水速凝擋水子堤是由土工織物做外袋、土工膜做內袋和裝在內袋裡的高效保水材料以及護墊、加強帶、注水孔、防滲帶、防滲條等組成。
  13. Concrete pipes and ancillary concrete products - specification for unreinforced and reinforced concrete manholes and soakaways complementary to bs en 1917 : 2002

    預制混凝土管管配件和輔助製品.未加筋和加筋混凝土人孔井及滲水坑規范對bs1917 : 2002規范的補充
  14. Through analyzing the seepage observation data of huangtankou concrete gravity dam, foundation seepage behavior are reasonably evaluated. the reason of seepage force rising of individual monolith is impervious elements " flaw and drain holes " block. 4

    分析黃壇口大壩壩基滲流監測資料，正確評價了壩基防滲排水系統的工作狀態，指出了個別壩段滲透壓力升高是由於壩基防滲帷幕缺陷和排水孔被堵造成，為工程加固提供了科學依據。
  15. To facilitate drainage of groundwater and to maintain water flow, permeable rocks will be used for recompaction. filter layer and weepholes will also be installed. these will guarantee the normal flow of groundwater

    為促進排水及保持正常水流，工程將使用具滲透性的石塊作重新壓實，同時安裝過濾層及疏水孔，以確保地下水仍可如常流出。
  16. 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（拉鏈式滲水孔口） ，裸管（滲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滲材料試驗，最後通過比較分析，找到了合適的防滲材料（氯汀膠粘無紡布）和工作水頭（初始灌水時3m工作水頭） 。
  17. Negative pressure blockage and biological blockage are two main forms of blockage for the special structure of zippered plastic pipes, so two treatments were made here : ( i ) nonwoven fabrics glued by neoprene and ( ii ) nonwoven fabrics glued by neoprene with a layer of asphalt emulsion applied outside

    由於拉鏈式塑料管的獨特構造（拉鏈式滲水孔口） ，所以它的堵塞主要應是負壓堵塞和生物堵塞，為此設2個處理：氯汀膠粘無紡布和氯汀膠粘無紡布並外塗一層乳化瀝青進行試驗研究。
  18. Furthermore, the aperture element model without thickness is present on the basis of the character of rcc dams and the symmetrical and anisotropic equivalental sequential model. the complicated seepage control measures of jiangkou dam foundation. the result indicates that improving drainage structure may successfully deal with the problem of the simulation qf dense drainage holes and the problem of seepage model of rcc dams are fundamentally solved

    通過對江口壩基復雜滲控措施以及某碾壓混凝土壩層面的精確模擬，事實證明利用改進排水子結構技術可以成功解決壩基密集型排水孔的模擬問題，縫面平面單元的提出基本上已較完美地解決了碾壓混凝土壩的滲流建模問題。
  19. These micro - fissures and other defects act to make the continuous film or coating of paint more porous

    這些裂縫和其他污染物可以使漆面變得多孔滲水。
  20. On based of original drainage substructure brought forward by zhang youtian. the author has solved its shortage by adopting the technique of improved drainage substructure which is very rigorous in theory putted forward by zhu yueming. simulating actual whole 3 - d seepage action and effect of seepage control have come true

    本文在張有天等人所提出的初步排水子結構的基礎上，采納他人提出的理論上嚴密的改進排水子結構技術，很好地解決了以上不足，使得整體三維模擬排水孔（幕）的實際滲流行為和滲控效果成為現實。
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