槽邊平行的槽 的英文怎麼說

中文拼音 [cáobiānpínghángdecáo]
槽邊平行的槽 英文
parallel slot
  • : 名詞1 (盛牲口飼料或飲料等液體的器具) trough; manger (for water animal feed wine vat) 2 (兩邊...
  • : 邊Ⅰ名詞1 (幾何圖形上夾成角的直線或圍成多邊形的線段) side; section 2 (邊緣) edge; margin; oute...
  • : Ⅰ形容詞1 (沒有高低凹凸 不頃斜) flat; level; even; smooth 2 (高度相同; 不相上下) on the same l...
  • : 行Ⅰ名詞1 (行列) line; row 2 (排行) seniority among brothers and sisters:你行幾? 我行三。where...
  • : 4次方是 The fourth power of 2 is direction
  1. Fluid noise mainly comes from out put pulsation of rate of flow, the main reason of out put pulsation of rate of flow is the instant high pressure return flow that obturation cubage produced when the big round curve pressure transition. the v trough on the port plate can reduce the fluid noise. in this paper, the author based on the acting of dam a river and condensability of liquid and used matlab language as tool to calculate the v trough on the original port plate and drew out the p - t diagrammatic curve and analyzed its shortcoming and improved the design of original v trough and got that the best size of its angle was 12. 3 and its length was 5mm and the cross section was an equilateral triangle

    流體噪聲主要來源於輸出流量脈動,造成輸出流量脈動主要原因是閉死容積在大圓弧段壓力切換時產生瞬時高壓迴流,在配流盤上開設v型尖可降低因高壓迴流而引起流體噪聲,本文以截流作用和液體可壓縮性為理論依據,以matlab語言為工具,對原配流盤上v型尖了理論計算,繪制出p - t圖線,分析了它不足,並對原有v型尖了優化設計,得出了v型尖最佳幾何尺寸:配流盤面上v型尖夾角為12 . 3 ,長5mm ,橫截面為等三角形。
  2. The dissertation is mainly including four section : the first is the experiments done in the tank, which will supply the reliable information of imaging data ; the second is image edge detection by the use of the art of the zernkie moments, which is used to detect the liner and threaded edge of the object, the third is the underwater camera calibration technique, the forth is automatic positioning the location of the camera by used of the art of cross - ratio, the result of which is satisfied

    本文工作分為四個部分:第一部分是水實驗部分,它為后續工作提供了可靠圖像數據信息;第二部分是基於zom距直線、曲線緣提取技術及相關與處理技術;第三部分,水下攝像機標定技術研究,基於改進tsai演算法,採用逐步分解標定策略。並探討了一種相對簡單、靈活標定技術;第四部分是攝像機定位技術研究,採用具有移不變性交比進攝像機定位,模擬試驗最大誤差不超過2 ,效果還是令人滿意
  3. In this paper, some characteristics of flow movement and sediment transport are analyzed by using the flume experiment data. the cross section of compound channel can be divided into four regions : the undisturbed region in main channel, the interactive region between channel and plain, the undisturbed region in flood plain and the boundary region. in the undisturbed regions, the distribution of longitudinal velocity along the depth has the feature of lograithmic. whereas, in the interactive region, the longitudinal velocity does not obey the logarithmic distribution law, but it can expressed as a revised logarithmic function by using a wake function. on the basis of the kinematic equation the velocity distribution of transverse velocity is obtained. in the boundary region, the longitudinal velocity obeys the law of parabolic distribution. furthermore, according to the simplified diffusion equation, the transverse distribution of sediment concentration in the interactive region is deduced. the analysis is in good agreement with the measured data

    本文根據漫灘水流運動特點,將漫灘水流復式斷面分為主衡區、灘交互區、灘地衡區及壁區等4個區,並給出了各區寬度經驗公式.根據灘交互區垂線流速分佈變化特點,提出了附加尾流函數對數流速分佈公式.在簡化水流運動方程和泥沙擴散方程基礎上,對灘交互區內垂線均流速及含沙量沿橫向分佈進了理論分析,提出了反映灘水流動量交換強度橫向渦量粘性系數及橫向擴散系數表達式,得到了漫灘水流垂線均流速及含沙量沿橫向分佈解析解,並與實測資料吻合較好
  4. Abstract : variations of flow pattern, flow velocity in deep poo l and side bar, mainstream thread, and water surface, caused by excavation project, are investigated by two - dimensional mathematical model in an orthogonal curvili near coordinate system. the change of bed - load transport rate, and redeposition r ate are predicted. the influences of the excavation project on navigation are ana lyzed. grid - type and flat - type excavation alternatives are proposed and discuss ed

    文摘:採用正交曲線坐標系下河道面二維數學模型,研究了嘉陵江何家磧灘采砂后河道流勢、流態、灘流速、主流位置、水面高程及比降變化規律,預測了采砂方案完成後卵石推移質輸沙率變化及其對航道影響,並對格形開挖和整開挖方案進了比較分析
  5. For edge trimming of all kinds of round - shape stainless steel made metal wares and turning of compound bottom

    I型車底機主要用於各種圓型不銹鋼器皿壓成型后及復合底環形底螺紋車削。
  6. Construction of flat tunnel of large span at extra - shallow depth must be conducted on the principle that advance grouting should be strictly performed before excavation and length of pull at one time should be short, together with reinforced support, immediate closing and constant monitoring and surveying. that preceding pilot tunnels, large - volume excavation divided into small ones, excavation of flank before that of center, upper before lower, arch before wall etc is a good method which could effectively reduce surface subsidence and its adverse effect on adjacent buildings, in addition, some other measures are also taken to lessen blast - induced vibration in the ground and surrounding structures. in a word, all means and steps mentioned above have already proved effective and practicable in practice

    軟弱大跨超淺埋扁隧道必須按「管超前,嚴注漿,多分部、短開挖、強支護、快封閉,勤量測」施工原則進施工,採用「眼鏡超前,化大為小,先側后中,先上後下,先拱后墻」施工方法控制地表沉降和對周建築物影響;採用「多分部,化大為小,短進尺,密布眼,弱裝藥,設減振」 ,控制爆破振動,經過實踐證明,這些方法都是之有效
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