正常靜水壓 的英文怎麼說

中文拼音 [zhēngchángjìngshuǐ]
正常靜水壓 英文
normal hydrostatic pressure
  • : 正名詞(正月) the first month of the lunar year; the first moon
  • : Ⅰ形容詞1. (安定不動; 平靜) still; calm; motionless 2. (沒有聲響; 清靜) silent; quiet Ⅱ名詞(姓氏) a surname
  • : 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...
  • : 壓構詞成分。
  • 正常 : normal; regular; average
  • 水壓 : water gage; hydraulic pressure (用英寸高度表示的)水壓泵 hydraulic pump; 水壓鍛造 hydraulic forg...
  1. Objective : to investigate the effect of pumpless portosystemic bypass in clinical piggyback liver transplantation. methods : after catheterized inferior mesenteric vein, the silastic catheter ( filled with heparin saline ) was connected with the catheterized tube of internal jugular vein or subclavian vein in four piggyback liver transplantation patients. the channel was opened after the portal vein was occluded. the portal vein blood poured into the superior vena cava through the pumpless channel. the changes of mesenteric congestion, portal vein pressure, blood pressure and pulse were observed. results : during the occlusion of portal vein, the portal vein pressure was increased greatly, the intestine was congested and swelled obviously and the blood pressure and pulse fluctuated gently. after the pumpless bypass opened, intestinal congestion and swell were abated markedly, the portal pressure, blood pressure and pulse gradually returned to normal range. conclusions : pumpless portosystemic bypass shows a great effect on clinical piggyback liver transplantation. it is a feasible and economical method

    目的探討背駝式原位肝移植術中採用體外門-體脈無泵轉流的臨床效果.方法4例行背駝式原位肝移植患者,腸系膜下脈屬支插管經體外硅膠管(充滿肝素鹽)與頸內脈或鎖骨下脈插管相接,在阻斷門脈后開通腸系膜下脈插管,門脈血從體外無泵轉流管流入上腔脈,觀察轉流前後腸道瘀血、門、血、脈搏等變化情況.結果門脈阻斷后腸道明顯瘀血、腫脹,門力明顯升高,血、脈搏有不同程度的波動,無泵門脈轉流開放后,腸道瘀血、腫脹明顯好轉,門力逐漸恢復平,血、脈搏恢復.結論背駝式原位肝移植術中體外門-體脈無泵流具有方便、經濟、實用等優點,具有良好的臨床效果
  2. With the development of the electric power system, static - state reactive power compensators ca n ' t have met the requirements of the actual production and operation, and the trend to the fast and dynamic compensation for reactive power become greater and greater. since ertan hydroplant and 500kv transmission systems in sichuan power system have been operated, many power plants of load center are forced to halt during the high - water period, because the great deal of power is transmitted to far - distance load center. thus the load center loses voltage sustentation and the level of the system stabilization is debased greatly

    四川電網的二灘電站和500kv輸變電系統投入運行后,由於二灘電站的大量電力遠距離輸送至負荷中心,迫使負荷中心的火電機組在豐期大量停機,使負荷中心失去電支撐,大大降低了電網的電穩定平;同時,因為四川電網中的無功補償裝置全為態無功補償電容器(或電抗器) ,這些設備只能在系統運行狀態下起到無功補償和電支撐的作用,而在電網出現事故時,不但不能起到電支撐作用,反而會促使電網電崩潰事故的發生。
  3. The collapsible loess is often met during the construction of the high - grade highway in the loess area, and the main failure is the uneven subsidence of the roadbed and the culvert, which affects the safe usage of the roadbed and the culvert, etc. directed against this, based on the chankou - lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of the pile and the soil, compares the p - s curves of one pile, the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test, evaluates the bearing capacity of the composite ground of the project

    黃土地區的高等級公路建設中經遇到濕陷性黃土問題,其病害類型主要是地基土受浸濕后引起路基、橋臺、涵洞等的不均勻沉降,直接影響路基、構造物等的使用。針對此問題,本文依託甘肅讒口至蘭州柳溝河高速公路建設工程,對橋基灰土樁復合地基應用的可行性進行了深入分析,根據具體工程進行了合理的設計與計算,並配合現場載荷試驗及力盒實測數據,探討了基底應力分佈規律,樁土應力比,變形模量的變化關系,對比分析了單樁、單樁復合和雙樁復合的p ? s關系,對橋基灰土樁復合地基承載力進行了整體評價。
  4. Through analyzing bed ' s response to wave, in the condition that super - stratum is more hard and second - stratum is more soft in region of interest, super static interstitial hydraulic pressure amplitude die away rapidly between stratums, before in sight of boundary between hard and soft stratum, plane effective pressure increase to max. shear stress reach peak value when bed thickness is approximately 2. 7 meters, then it will decrease to the minimum on the place where the flexible soil has a common boundary with the rigidity, so the boundary is the most destroy plane on engineering. on the basis of reconnaissance in situ, in normal situation of sea, the structure slides to the basin along the boundary

    通過對底床在波浪下的響應分析,對于研究區底床上層較硬而第二層較軟的情況,超孔隙力幅值在層間交界處迅速衰減,在臨近硬、軟地層交界處前,平有效應力增至最大,剪切應力在底床厚度大約2 . 7米左右達到峰值,然後減小,到硬、軟層土交界位置,達到最小,因此這個界面就是最容易發生破壞的工程軟弱面,現場勘查證明,即使在海況下,構築物也會沿坡以此交界面為滑動面,緩慢向「盆」底滑動。
  5. Normal hydrostatic pressure

    正常靜水壓
  6. Your mental state should always remailn calm. even if some anxiety occurs, as it is bound to in life, water and dissolves back into the water, these disturbances are very short, so they should not affect your basic mental attitude. if you remail calm your blood pressure and so on remains more normal and as a result your health will improve

    你的心理狀態應該永遠保持寧.即使有某些焦慮產生,也是人生中所不可避免之事,你理應時時處于寧之中.猶如波浪,它由中生起,最後又復歸於,這些騷動是極為短暫的,所以它們不應影響你的基本心理態度.如果保持心靈寧,那麼你的血等生理活動就會維持較的狀態,你的健康就會有所增進
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