潛堤 的英文怎麼說

中文拼音 [qiándī]
潛堤 英文
[海洋學] submerged breakwater
  • 潛 : Ⅰ動詞1 （隱在水下） go underwater; hide under water; dive 2 （隱藏） hide3 [書面語]（涉水） wade ...
  • 堤 : 堤形容詞[書面語] （水清見底的樣子） （of water） clear
  1. He crept down the bank, watching with all his eyes, slipped into the water, swam three or four strokes and climbed into the skiff that did " yawl " duty at the boat s stern. he laid himself down under the thwarts and waited, panting

    他悄悄溜下河堤，睜大眼睛四處張望，然後潛入水中，遊了三四下，就爬到船尾那隻「突突」待命的小艇上了，躺在坐板下面，氣喘吁吁地等著開船。
  2. Takayama, t. ( 1984 ), theory of oblique waves generated by serpent - type wave - maker, coastal engineering in japan, vol. 27, pp. 1 - 19

    劉正琪（ 2002 ） ，波浪通過潛堤之二階理論解析，國立成功大學水利及海洋工程研究所，博士論文。
  3. So, in order to discover essential properties, the paper focuses on deep study upon the wave forces over submerged dyke and transmission coefficient considering the band protecting and silt promoting project in shengli oilfiled, which may be used for real engineer

    本文以潛堤為研究對象，通過物理模型試驗的方法，分別研究了在規則波作用下潛堤的波力特性和透射特性。
  4. In the test of transmission coefficient property, semi - circle type, rectangle type, trapezoid type and concave type dyke are studied. research study is on the effect of relative water depth over the dyke to the transmission coefficient of the four different types dyke, and the comparison is done. finally, the experimental formula is given to the transmission coefficient, which are compared with the present formulae

    在潛堤透射特性的研究中，選取半圓型、矩型、梯型和槽型潛堤作為研究對象，在分析各個影響因素對潛堤透射影響的基礎上，選取最主要的影響因素，即相對堤頂水深作為研究的重點，分析研究了堤頂相對水深對四種結構型式潛堤透射系數的影響，比較分析了四種結構型式潛堤透射特性，在此基礎上，總結了計算潛堤透射系數的經驗公式，並與已存在的計算公式進行了對比，最後對潛堤的促淤效果進行了評估。
  5. Submerged dyke is a common offshore structure, which is widely used for band protecting and silt promoting engineer and etc. however, few research studies are done upon such a problem home and abroad and even the accomplished results are not satisfying, which cannot be used for real projects, and in most cases, they will have to depend on the results of experiment

    然而，目前國內外對潛堤的研究很少，研究的成果也很不成熟，難以應用到實際工程設計中，在很多時候，還需要藉助於物理模型試驗，因此，本文結合勝利油田保灘促淤新技術研究項目，對潛堤波浪力以及透射特性進行了深入系統的研究，力求揭示其內在規律，期望能獲得有實際應用意義的研究成果。
  6. Through the physical model experiment, the wave forces over submerged dyke and transmission coefficient are analyzed under the action of regular wave. in the test of wave forces, the rectangle - type submerged dyke is used as research object, and when analyzing the total wave forces, the effect of water depth before the dyke and that of the wave parameters is considered. based on the test, through the methods of multi - element linear regression, experimental formulae are given to calculate maximum total wave forces in horizontal direction, its relative vertical wave forces and maximum wave forces before and after the dyke, which are compared with the present formulae

    在潛堤波力的研究中，選取矩型潛堤作為研究對象，在分析各個影響因素對潛堤波力影響的基礎上，選取兩個最主要的影響因素，即相對波高和相對水深作為研究重點，在物理模型試驗結果的基礎上，定性地研究分析了潛堤所受的總波力隨相對波高和相對水深的變化規律，並在此基礎上，利用多元線性回歸的方法，分別給出了在本文試驗條件下計算潛堤最大水平總波力及其相對應的垂向總波力的經驗公式以及計算堤前堤后最大總波力的經驗公式，並與已存在的計算公式進行了對比。
  7. Thus, the piping - induced failure of two - layer foundation was verified as that ： mass flow firstly appears in the upper weakly permeable layer, and then underground erosion and scouring gradually occur from downstream to upstream between the serviously and weakly permeable layers

    從而驗證了二元結構堤基的滲透破壞模式為：首先在上層弱透水層中發生流土，然後在強、弱透水層之間發生自下游向上游的逐步潛蝕沖刷。
  8. Control factors of remaining oil distribution and potential exploitation measures in the northern part of changdi fault belt

    長堤斷裂帶北部地區剩餘油控制因素與挖潛對策
  9. In the next, the paper focuses on explaining the recognition of waterway fixed assets, and puts forward if the potential service from port facility such as bulwark, navigation mark, beacon and so on, which bear the property of public goods can not be dominated or possessed by the corporation which constructed them, the expenditure of construction and repairs should be treated as the expense of the year ; if the potential service can be dominated by the corporation or other port corporations pay for the use of above - mentioned port facilities, then the expenditure of construction should be regarded as the cost of fixed assets

    由於水運固定資產具有其本身的特性，它的確認一直是水運會計理論界的一個難題。本文提出：如果防波堤、航標、燈塔等具有公共產品性質的港務設施的服務潛能不能為企業所擁有、控制，那麼就應將建造、修理支出作為本期費用；如果它們的服務潛能為企業所擁有或者因其它港口企業使用它們而使本企業受惠，那麼就應將有關上述設施的成本支出計入固定資產進行確認及核算。
  10. Third, it puts forward the logarithmic spiral failure surface bishop steep reinforced slope limit equilibrium stability analysis method. this method is used to calculate the engineering living example and compared with the calculations of the engineering living example and compared with the calculations of the swedish circle method and proved applicable

    第三，本文針對加筋陡坡潛在破裂面矢徑隨路堤深度而增加的特點，提出用對數螺旋線作滑動面的畢肖普法進行穩定分析，編制了穩定分析程序，並對工程實例進行了分析計算，將計算結果與瑞典圓弧法分析進行比較。
  11. Today, old threats continue while new threats have appeared. from the potentially damaging impacts associated with joining the european uion to the development of new dams, navigational routes and highways

    今天，舊的威脅依然存在，新的威脅也在出現，例如：加入歐盟后相關的潛在負面影響、新的堤壩、航運水道和干線等。
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