比堤 的英文怎麼說

中文拼音 [bǐdī]
比堤 英文
emmanuel petit
  • 比 : Ⅰ動詞1 （比較; 較量高下、 長短、距離、好壞等） compare; compete; contrast; match; emulate 2 （比...
  • 堤 : 堤形容詞[書面語] （水清見底的樣子） （of water） clear
  1. We ' re coming iive from the key biscayne causeway

    我們在比什肯灣堤道為您現場轉播警匪追逐
  2. In this paper, the method combined the “ s ” shape sediment control dam with the dredged channel has been put forward

    為此，在比較各種疏浚方案效果的情況下，提出了挖泥槽與增設折線型防淤堤相結合的清淤疏浚措施。
  3. Its quay, broken or interrupted in many places, ran along the seine, from the tour de billy to the tour du bois ; that is to say, from the place where the granary stands to - day, to the present site of the tuileries

    沿河的堤岸，雖然沖垮了，或者說有幾個地段中斷了，還是沿著塞納河而下，從比利炮臺一直延伸到樹林炮臺，換言之，從今日豐登谷倉所在地直至杜伊勒里宮所在地。
  4. The chobe elephant are migratory ， making seasonal movements of up to 200 kilometres from the chobe and linyanti rivers ， where they concentrate in the dry season ， to the pa in the southeast of the park ， to which they di erse in the rai

    丘比象是遷徙動物，季節性地從乾燥季節他們聚集的地方丘比和林揚堤河行程200公里來到東南平地，而在這里它們卻由於雨水而分散。
  5. The red swamp crayfish, for example, has tucked into the paddy fields of the iberian peninsula with gusto, eating rice seedlings and burrowing into the banks of drainage channels, causing them to collapse

    例如紅沼澤龍蝦，已經大量入侵了賴比瑞亞半島的稻田，吞食稻苗並且在泄洪渠的堤壩上挖掘洞穴，導致了堤壩的坍塌。
  6. As a practical application, the safety situation of jiujiang dike under the 1998 pluvial condition of once a hundred years in yangtze river has been evaluated by the reliability method from the point view of the seepage stability in terms of probability analysis and two dimensional saturated seepage finite element analysis combining with the mechanism of seepage burst in jiujiang dike summarized in the thesis

    通過滲流有限元和滲流可靠性分析論證了1998長江流域特大洪水災害中九江市防護大堤發生的嚴重潰口破壞的滲流破壞機理。分析、比較得出結論：堤防下游坡腳的出逸比降接近和超過臨界比降，在1998年長江百年一遇的洪水條件下九江大堤潰口斷面的抗滲可靠性僅在55左右的非常低水平。
  7. It is a common defect that the problem of depression of bridge approach in highway and expressway in home and abroad

    高等級公路橋頭引道路堤沉降是國內外高等級公路比較常見的病害。
  8. The hydrauli c model of gradual dike - break simulates numerically the 2 - d flow of gradual dike - break waves. it shows the variation of flow field on breach, and the complicated flow characteristic of the propagation, diffraction, reflection and deformation of the dike - break waves. the hydraulic model can realistically simulate the burst process of dike, and computational accuracy is satisfied with the engineering demands

    本文建立逐漸潰堤的水力模型首次對二維逐漸潰堤波的流動問題進行了數值研究，揭示了逐漸潰堤過程中潰口處流場的變化情況，以及潰堤波的傳播、繞射、反射及變形的復雜運動特徵，能較好地模擬實際工程中的潰堤失事，模擬比較逼近於真實潰決過程，計算精度可滿足工程要求。
  9. According to the abundance well logging, mud logging and core analysis data, gaotaizi reservoir has been classified into four sand group with the principle of cycle comparison and classified control. based on the detailed study of lithologic character, sedimentary structure, paleontologic fossils, depositional sequence, rock association and logging data, the microfacies of the studied area are divided into such seven types : subaqueous distributary channel microfacies ; river mouth bar microfacies ; subaqueous interdistributary channel microfacies ; subaqueous crevasse channel microfacies ; subaqueous natural barrier microfacies ; distal bar microfacies ; delta front sheet sand microfacies. the characteristic of each sedimentary microfacies are described detailedly

    通過研究大量測井、錄井資料和巖芯資料，依據「旋迴對比，分級控制」的原則，把研究區高臺子油層劃分為g 、 g 、 g 、 g四個砂層組。通過對研究區巖性、沉積構造、古生物、沉積序列、巖石組合及測井曲線特徵進行研究的基礎上，認為研究區高臺子油層屬於三角洲前緣亞相沉積，並將研究區沉積微相劃分為：水下分流河道、河口壩、水下分流河道間、水下決口扇、水下天然堤、遠砂壩、席狀砂等七種微相類型。
  10. Preliminary conclusions are got through the analysis of the experimental data such as effect of the ice velocity on the ice force, ratio of components of forces when ice sheet acting on the vertical bank - head, ice force ratio of vertical to 45 incline as well as ratio of level ice force to the vertical ice force when acting on 45 incline

    對試驗數據諸如冰速對冰力的影響、冰排作用於垂直面堤頭時各向分力的關系比、垂直面與45斜面冰力關系比以及作用於45斜面時其水平與垂直冰力的關系比等進行了分析，並得到初步結論。
  11. Reliability assessment of xi - luo - du underground water - power plant : the results have been used by the cheng - du surveying, design and research institute for the preliminary design ; （ 2 ） the stress and strain analysis for the xiao - guan - zi sluice and its foundation : the report has been applied for the reinforcement of the foundation ; （ 3 ） the thermal control procedure for the no. 7 - 14 power plant dam segments of the three gorge project ： the research report provides the effective and efficient methods for the controlling of the temperature field in the mass concrete structure ; （ 4 ） the software system development for the long - term monitoring for dikes ： the software can automatically give the results of the seepage field and the probability of soil piping of dikes and underground ; （ 5 ） reliability assessment of xiang - jia - ba underground water - power plant : the results have been used by the zhong - nan surveying, design and research institute for the preliminary design ； （ 6 ） fatigue reliability estimation of shipping berthing pillar : the results give the optimized design scheme and prediction of the structural age ; （ 7 ） 3 - d static and dynamic stochastic finite element analysis for the strength, stability and thermal control problem for xi - luo - du project

    溪洛渡水電站超大型地下洞室群圍巖穩定的安全可靠性分析：被成都勘測設計研究院應用於比選報告及可行性論證中； （ 2 ）小關子水電站攔河閘壩及地基的應力應變分析：被成都勘測設計研究院應用於地基加固處理方案； （ 3 ）三峽廠房7 # - 14 #壩段溫控並縫措施研究：為廠房壩段並縫方案的可行性提供了依據； （ 4 ）堤防工程體系的長期監控預報預警決策系統開發：為監控、預測預報堤防滲漏管涌破壞提供分析軟體； （ 5 ）向家壩地下洞室群圍巖穩定的安全可靠性分析：被中南勘測設計研究院應用於初步設計方案中； （ 6 ）靠船墩的疲勞可靠度研究：為廣東航運規劃設計院的靠船墩優化設計和加固提供依據； （ 7 ）溪洛渡高拱壩壩體壩基（壩肩）強度和穩定的三維靜動力隨機有限元分析及可靠度計算：為溪洛渡重大工程壩體的靜動力安全穩定性及溫控方案提供依據。
  12. The design and construction conditions of the general bulk cargo berth of dalianwan bay in dalian port, as well as the optimal selection of design proposals and comparison of the construction cost are described

    摘要介紹大連港大連灣通用雜貨泊位工程設計和施工條件，在此基礎上介紹護岸和防波堤的設計方案優選及該工程的造價比較。
  13. According to the theory, the method of using half - rigid pile reinforce the embankment below the corbel of the approach slab which form a composite foundation and realize rigidity gradation, is put forward in this paper and the formula to calculate pile - soil stress ratio in light of visic curvity expansive theory is also deduced here which can be used in design

    應用這一理論，本文提出了採用半剛性擠密樁復合地基加固橋頭搭板枕梁下路堤實現，路、橋的剛柔過渡方法。針對低強度半剛性擠密樁計算理論的現狀，本文應用魏西克（ visic ）擴孔理論推導了計算樁土應力比的理論公式，可供設計階段採用。
  14. Our hometown lies on a lower elevation than that of the neighboring villages, near the area where the chuoshui river flows into the sea. if the embankments in the area collapsed and the sea level rose, even the second floor would not be safe enough. we repeatedly urged our mother to prepare enough food, asked our brother to prepare a rubber boat, and warned him to stay away from the local fields and duck sheds

    因為我們家村子比鄰近的村子都低，又靠近濁水溪口，一旦濁水溪潰堤，如果再加上海水倒灌，恐怕連二樓都不保險，所以我們一直催促老媽準備好食物，並要二哥也備好橡皮圈，更提醒他不要去田裡或鴨寮。
  15. 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。
  16. 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。
  17. It also includes a consideration of possible alternatives, such as a concrete gravity dam or an earth - fill embankment dam

    還要考慮到可能的備選方案，比如是選擇混凝土重力壩還是選擇填土築堤大壩。
  18. 1961 on late night tv, you d be surprised by the way director chun kim plays with kar ling s star status and kong ngee s studio image. this type of self - parody was unheard of in hong kong cinema, and rarely found even elsewhere. kong ngee made its name with modern romance, both tragic and comic

    ， 1954里偷窺的變態趣味瓊樓魔影1962中嘉玲飾演的善妒表姐與荷里活厲害女子比堤戴維斯bette davis血脈相通而花花公子1964中謝賢的風流抵死，也不輸蝕于夜半無人私語時
  19. Artist name : davis, bette

    藝人名稱:比堤戴維絲
  20. Female artist davis, bette

    女藝人比堤戴維絲
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