排水孔口 的英文怎麼說

中文拼音 [bèishuǐkǒngkǒu]
排水孔口 英文
excurrent orifice
  • : 排構詞成分。
  • : 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...
  • : Ⅰ名詞1 (人或動物進飲食的器官; 嘴) mouth 2 (容器通外面的地方) mouth; rim 3 (出入通過的地方) ...
  • 排水孔 : bleed hole
  • 排水 : drain off water; drain away water; dewatering
  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下分流河道、河砂壩及三角洲平原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隙縮小期、晚成巖a亞期溶蝕作用隙擴大期及晚成巖a亞期( b亞期)膠結充填隙縮小期三個成巖-隙演化階段;儲層物性總體上具有較低滲、低滲的特點,隙類型主要為粒間溶、殘余粒間隙、粒內溶、晶間及晶間溶,裂縫不發育,儲集巖驅壓力和中值壓力較高,隙結構類型以細小-微隙,微細喉-微喉型為主。
  2. The planks, which had not been swabbed since the mutiny, bore the print of many feet ; and an empty bottle, broken by the neck, tumbled to and fro like a live thing in the scuppers. suddenly the hispaniola came right into the wind

    船上一個人影也沒有,從內亂開始以來從未洗刷過的甲板上留有許多腳印,一隻空酒瓶從頸處被摔斷,活蹦亂跳地在之間滾來滾去。
  3. Standard test method for measuring the rate of well discharge by circular orifice weir

    堰法測量井放速率的標準試驗方法
  4. It is applied to drill heavy duty pretension anchor holes at side slope of water power station, railway or highway projects, to drill drainage holes and grouting pile holes on roof of tunnel gallery

    適用於電站鐵路公路邊坡大噸位預應力錨固隧道管棚的施工,以及預防滑坡巖石坍塌等地質災害治理工程。
  5. The sediment model tests for the desilting bottom intakes of two hydropower stations are introduced herein, in which a new combined type of " grid desilting gallery + desilting bottom intake " ( grid desilting bottom intake ) is put forward

    文中介紹了2個電站進沙底的泥沙模型試驗情況,提出了一種新的「格柵式沙廊道沙底」的組合型式(簡稱格柵式沙底) ,取得了理想的沙效果,較好地解決了工程實際問題。
  6. Reverse osmosis is in a salt water such as raw water than natural infiltration to exert greater pressure on the pressure and make the water from the high concentration side infiltrate low concentrations party to the original edema water pressure to the membrane elements on the other side into pure water and raw water minor impurities, colloid, organic matter, heavy metals, bacteria, viruses and other harmful substances and are all retained from the sewage discharge into export

    反滲透就是在有鹽份的中如原施加比自然滲透壓力更大的壓力,使由濃度高的一方滲透到濃度低的一方,把原腫的分子壓到膜的另一邊變成純凈,而原中的細微雜質膠體有機物重金屬細菌病毒及其他有害物質都統統截留下來並經污放掉。由於反滲透膜的徑僅0 . 0001
  7. 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

    分析黃壇大壩壩基滲流監測資料,正確評價了壩基防滲系統的工作狀態,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被堵造成,為工程加固提供了科學依據。
  8. Dilution and dispersion in constant horizontal flow and bottom multi - port discharging was studied in accordance with the hydraulic model test. the influence of diffusion parameters ( jet angle, jet velocity, number of nozzle, riser space ) and environmental parameters ( water depth, water velocity ) on dilution were analyzed. the experimental results show that environmental parameters have prominent effects on wastewater dilution and dispersion, in addition to that, diffuser design parameters have significant influence on wastewater dilution and dispersion. for bailonggang outfall zone, jet angel is 10 or so, nozzle number is 16 or so

    藉助於人工模型試驗,分析了恆定橫流底部多放時擴散器設計參數(射流角度、射流速度、噴個數) 、上升管間距)及環境參數(環境深、環境流速)對污近區稀釋擴散效果的影響,實驗結果表明,除了環境條件對污稀釋擴散效果影響明顯之外,擴散器設計參數對污的近區稀釋擴散也有顯著的影響,針對白龍港域,噴射流角度宜控制在10左右,噴個數取16個
  9. Inspection devices for yards and buildings. gully tops and manholes tops with a clear opening equal to or greater than 200 mm. requirements. dimensions. tests

    院內和建築物用裝置.陰溝蓋和陰溝檢修蓋其入等於或高於200mm .尺寸.試驗
  10. 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,事實證明利用改進子結構技術可以成功解決壩基密集型的模擬問題,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。
  11. The results indicate that the flow velocity is lower and the pressure is high in majority of the step cylinder, the distinct variations of the flow field occur in the threshold of the step cylinder at the bottom and the abrupt transition sections, the holes in the inner and outer tubes and the exhaust hole

    結果表明:步進缸內大部分區域流體流速較小,壓力較高,且變化不大,發生明顯變化的部位主要分佈在步進缸底部管入及截面突變處、內外套對處和處。
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