破口總水壓力的英文怎麼說

中文拼音 [kǒuzǒngshuǐ]
破口總水壓力英文
total hydraulic head on damaged part

  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • : 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) ...
  • : Ⅰ動詞(總括; 匯集) assemble; gather; put together; sum up Ⅱ形容詞1 (全部的; 全面的) general; o...
  • : 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。
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 破口: breach

※中文詞彙破口總水壓力在字典百科國語字典中的解釋。

  1. Inside engine room frame # 14 # 16 portside, starboard side there is sea chest at each side, they are connected by main sea pipe, the sea water pump of main engine, auxiliary engine, general bilge pump, ballast pump, firefighting pump, condensator cooling water pump, and sea water pressure tank can suck sea water from them

    機艙內# 14 # 16左、右舷設有海閥箱各一個,用海管相連,可供主機、輔柴油機的海泵、艙底用泵、載泵、消防泵、冷凝機組冷卻泵及海櫃吸
  2. The plating in ships is generally subjected to combined in - plane and lateral pressure loads. in - plane loads include biaxial compression / tension and in - plane bending and edge shear, which are mainly induced by overall hull girder bending and / or torsion of the vessel. lateral pressure loads are due to water pressure and cargo

    面內載荷分為軸向或拉應、邊緣剪切應以及面內軸向彎曲應。實際的船舶結構中面內載荷通常由船體梁的縱彎曲或者船體梁的扭轉引起。側向則由和貨物引起。
  3. Pressure reducing and loss of water under sbloca at upper plenum of nuclear heating reactors

    上空腔時的衰減過程和失
  4. Through analyzing the in - situ data such as total settlement, layered settlement and pore water pressure, the actual deformation behavior of soft foundation are mastered. after summarizing the methods of predicting settlement of soft foundation and bring forward a method to predict the post construction settlement of the surcharge preloading soft foundation. and the engineering application of the predicting foundation settlement based on “ law of massaction ” and the traditional predicting methods are compared, the results shows that the model is useable and it deserves more validation in more projects

    本文以深圳灣軟基處理工程試驗區為背景,通過對淺層沉降、分層沉降、孔隙等資料的分析,掌握了軟基變形的實際性狀;在結軟基路堤沉降預測方法的基礎上,探討了軟基超載預工后沉降預測的參數反演法;並對地基沉降預測的「質量作用定律」模型的工程應用與傳統的預測方法進行了對比,驗證這種方法是可行的,得出了一些有用的結論。
  5. Then it follows that under stable seepage the water pressure outside the foundation pit is reduced with a little change of the total horizontal pressure, while the water pressure inside the foundation pit is increased with a great change of the total horizontal pressure

    針對這一情況,利用流網分析了在基坑周圍存在穩定滲流時支護結構上的變化,並對其變化進行了分析與對比計算,得出繞支護結構的穩定滲流減小了主動側的,但變化不大;被動側的有所增加,但減小較多。
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