管涌 的英文怎麼說

中文拼音 [guǎnyǒng]
管涌 英文
boiling
  • 管 : Ⅰ名詞1 （管子） pipe; tube 2 （吹奏的樂器） wind musical instrument 3 （形狀似管的電器件） valve;...
  • 涌 : 涌名詞[方言] （河汊, 多用於地名） a branch of a river
  1. The result shows that the simply math - model which is pipe add turbine for this kind of system is unsuitable. the only way is that when calculating the transient of the all hinge of this system, the effect of the ground swell must be taken into account, the result shows that the ground swell will be effect the buildings around the river, the ship which run on the river and the transient of this hinge system

    計算結果表明，對此類樞紐系統進行過渡過程模擬計算時，不能簡化為管道加機組的簡單系統進行模擬計算，而必須進行計及涌浪的全樞紐過渡過程模擬計算，才能從模擬結果中反應實際存在的涌浪對周圍建築物、行船以及樞紐系統的過渡過程的影響。
  2. The oil rushes up the tube and spouts up as a gusher.

    石油會沿著鋼管上涌，如同自噴井那樣噴射出來。
  3. Mechanism inconformity with the basic economic system in the primary stage of socialism and create a social environment in which people are encouraged to achieve something and helped to make a success of their so as to unleash all the vitality contained in work, knowledge, technology, and capital and give full play to all sources of social

    要形成與社會主義初級階段基本經濟制度相適應的思想觀念和創業機制，營造鼓勵人們幹事業支持人們干成事業的社會氛圍，放手讓一切勞動知識技術管理和資本的活力競相迸發，讓一切創造社會財富的源泉充分涌流，以造福於人民。
  4. The major causes for dyke breaches are the strong permeability of soil at the dyke breaches, resulting in infiltration or piping firstly, and nonuniform settlement on water side and land side of the dyke due to a long - term soakage of the dyke, further leading to cracking and erosion, and finally breaching of the dyke

    潰口發生的主要原因是潰口處土壤組成透水性強，先發生散浸或管涌等險情，加上浸滄時間長，迎水面和背水面堤身沉陷不均勻，導致裂縫出現和沖刷的加劇也都促成潰口發生。
  5. The applied experiment of soft tube surge irrigation in the form of planting wheat and cotton in the field ditch

    軟管涌流灌在大田壟膜溝種作物的應用試驗研究
  6. 3 after cable duct construction, the permit holder shall reinstate the affected stream bed of ho chung river to its original conditions using natural substratum

    在電纜管道建成后，許可證持有人須用天然底土修復受影響的蠔涌溪流河床，使其回復原貌。
  7. 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。
  8. Based on some examples, geologic hazard problems, such as earthquake, geofracture, ground subsidence, collapse, water environmental depravation, landslide, dilapidation, mudrock flow, float sand, piping and yielding soil deformation etc., are summed up generally during the course of development for chinese cities

    以實例的形式，概要總結了中國城市發展過程中存在的地震、地裂縫，地面沉降、塌陷，水環境惡化，滑坡、崩塌、泥石流，流砂、管涌、軟土變形等地質災害問題；根據產生地質災害的動力作用性質，對地質災害進行了分類。
  9. Third according to the practice, over 300 g / m2 of the staple nonwoven geotechnical fabric is used in the bank project of the large rivers, its tensile strength is 600 n / 5cm. forth the filtration under the traffic load, normally, the traffic load is repeated load and fast movement. in this case, thick filtration is applied, such as sand and / or thick fabric, of which weight is over 700 g / m2

    研究結果表明：對d _ （ 85 ） 0 . 074mm的土料，不宜採用土工織物作濾層；對級配極不均勻的土壤（不均勻系數cu 2或cu 6 ） ，在滲流作用下，很容易發生管涌，對土工織物的選用要慎重；一般大江大河的護坡工程至少應採用300g m ~ 2以上的短纖無紡土工布，其抗拉強度為600n 5cm左右。
  10. The area of sediment outflow caused by piping was obtained by photo reproduction, and the local cross - sections of samples after the occurrence of piping were observed and measured with colored sediment taken as tracers

    利用拍照還原等方式，得到管涌口出砂面積；並採用彩色砂作為示蹤材料，切片觀察測量管涌發生后試樣的局部剖面。
  11. In order to exhibit the application of the method of porous media macroscopical geometric classification and minimum energy dissipation, the combination system between one - dimension pipeline media and three - dimension block media is tried to simulate the destroying and developing process of soil piping erosion

    為了進一步展示多孔介質宏觀幾何分類方法及最小能量耗散原理的應用，文中還嘗試採用具有一維性質的管道介質與具有三維性質的塊體介質組合體系進行了土體管涌破壞發展過程的模擬。
  12. The first problem analyzed is seepage piping in embankment, the artificial intelligent model of prediction and judgment for piping is proposed

    第一個分析的問題是堤壩管涌問題，應用人工智慧技術建立了管涌預測與判定的模型。
  13. Moreover, the quantitative relationships among the depths of hanged cut - off wall, the density of foundation soil, and the piping evolution were also derived from tests

    並且從試驗得到了一些懸掛式防滲墻深度及堤基土密度與管涌發展之間的定量關系。
  14. A model test in an organic glass flume with a scale of 1 : 100 was performed to demonstrate the generation and evolution of piping in embankment foundation with different depths of cut - off wall

    摘要通過比例為1 : 100的有機玻璃模型槽進行模型試驗，模擬二元堤基條件及不同防滲墻深度下，堤基內管涌的發生和發展過程。
  15. The developed artificial neural network of piping has been trained and predicted by the collected data and the precision of predicted results is high, which proves that artificial neural network is an effective method to predict and judge the occurring of piping

    應用收集到的管涌數據對管涌人工神經網路模型進行訓練和預測，預測的結果精度較高，說明人工神經網路是預測判定管涌發生的有效方法。
  16. A statistic on the piping risks occurred in levee projects in the provinces of hubei, hunan and jiangxi is made herein with the analysis on the distribution of the piping locations and the impacts from the human activities concerned, and then a discussion on the reasonable area of the piping control is made as well

    文中對湖北、湖南和江西三省的管涌險情進行了統計，對管涌險情的位置分佈特點以及人類活動影響等進行了分析，對管涌搶險的合理范圍進行了討論。
  17. For example, after the collapse of ditong dam in idaho, may 5, 1976, it was found that it was not impervious very well, the impervious curtain was built poorly. when the seepage went through the impervious curtain, the exit water from the pervious material of the downstream or the right side of dam through the foundation or certain line between the foundation and the dam caused contact scour and piping

    如美國愛得華州提堂壩於1976年5月5日潰決，事後調查分析，因壩基透水性大，防滲帷幕施工質量差，滲流穿透帷幕，經地基或地基與壩的接觸面從壩體下游側透水料區逸出或從右壩肩繞滲經下游壩體逸出，出逸的水流引起了接觸沖刷和管涌，導致潰壩。
  18. A mechanics model has been presented to predict and judge the possibility of piping occurring based on the analysis of process of piping occurring and the factors affecting on the occurring of piping. a set of factors which have significant effects on the occurring of piping as well as more easily to be observed and measured have been selected as the input of artificial neural network by the developed mechanism model, and the mapping relation has established between the factors affecting on the occurring of piping and the index of occurring of piping

    首先分析了堤壩管涌發生的過程和影響管涌發生的因素，提出了一種預測判定管涌發生可能性的機理模型，根據機理模型從影響堤壩管涌發生的諸多復雜因素中選出既便於測量、觀測又對管涌發生影響顯著的幾種因素作為人工神經網路的輸入，建立了管涌影響因素與管涌發生指標之間的映射關系。
  19. This paper focuses on a discussion of following issues through a combined of theoretical analysis and numerical calculation, and of theory - oriented, engineering analogy, experience and quantitative test. the stability analysis of slopes of deep foundation pit ; checking caculation of tensile breaking limiting condition of soil - nailing, grouting nail sheath anchored limit condition, rising of bottom of foundation pit and piping. measures are proposed for applying this method to slit stratification in disadvantage geologic

    本文介紹了土釘支護技術的發展及作用機理，並結合工程實例，採用以理論為基礎，重點研究探討了土釘支護在深基坑邊坡穩定分析、土釘抗拉斷裂極限狀態驗算、整體穩定性驗算、注漿釘包裹體錨固極限狀態驗算、基坑底隆起驗算、抗管涌驗算等方面設計計算方法，並提出了在其它不利地質環境中採用土釘支護應採取相應的措施。
  20. Based on the uncertainty and fuzzy characteristic of occurring of piping, fuzzy neural network of piping is proposed further. the same collected data is used to train and predict the model and gets good results, which proves fuzzy artificial network is also an effective method to predict and judge the occurring of piping

    針對管涌發生的不確定性和模糊性，文中進一步建立了管涌的模糊神經網路模型，用同樣的樣本對模糊神經網路進行訓練和測試，獲得不錯的預測結果，證明模糊神經網路也是預測判定管涌發生的有效方法。
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