累計厚度 的英文怎麼說

中文拼音 [lěihòu]
累計厚度 英文
gro thickne
  • : 累Ⅰ形容詞(疲勞) tired; fatigued; weary Ⅱ動詞1. (使疲勞; 使勞累) tire out; wear out 2. (操勞) work hard; toil
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 累計 : 1. (總計) accumulative total; grand total2. (加起來計算) add up
  1. Lightweight heat insulation sandwich corrugated steel had got golden prize of international invention patent technique new products exposition. nan yang color light steel house co., ltd is an old factory which produce large steel structure, color - steel sandwich board and roof titles die - mould board

    公司致力於活動房、鋼結構事業已有十余年,從水泥活動房到彩鋼組合房發展到今日的大跨鋼結構廠房,既積了豐富的設、製作、施工經驗,又增強了雄的經濟實力。
  2. The studies of in - layer heterogeneity are as follows : the text depicts the characteristics of heterogeneity by calculating the coefficient of variability, kmax / k and k. max / k. min of sand layers of different sedimentous microfacies ; divides interlayer into two types, and counts their numbers, thickness, frequency and density of a single sand layer according to the characteristics of lithology and logging, finally summarizes the characteristics of interlayer distributing ; sets up five in - layer heterogeneity models and points out that the primary models are model a and c. the studies of between - layer heterogeneity are as follows : the text depicts sand layers " growth and distributing conditions by calculating the lamination factor, sandstone density and overlap coefficient ; makes certain the lithology and thickness of interlayer by the method of contrasting the typical curves

    層內非均質性研究,通過算不同沉積微相砂體滲透率的變異系數、突進系數以及級差來說明主要儲集微相的非均質特徵;據巖性及電性特徵,將層內夾層分為兩類,統單砂層段內夾層的個數、積夾層、夾層頻率及夾層密,並且根據夾層頻率及密平面分布圖統出每層的頻率相對高值區和低值區,總結夾層分佈特徵;根據物性參數隨深的變化趨勢建立了五種儲層層內物性非均質模式,指出研究區內以a型和c型模式為主。
  3. And we have got the following result : 1. the technique of storing water in soil in gneiss area of tai - hang mountain : the more water in soil before rain is, the less water capability of soil is, the time shorter of water flowing from soil is, the easier the water flows on the ground ; the soil capability of reserving water of different soil thickness is terrace > acacia land > pine land > grass land, so the soil is more thick, the soil capacity which contains water is more large ; the accumulated water that flows on the ground is remarkable related with the logarithms of rain time

    太行山片麻巖區土壤蓄水規律:雨前土壤含水量越高,土壤可蓄水量越小,出流所需時間越短,容易形成地表徑流;不同土層的土壤蓄水量為:梯田刺槐林地油松林地草地;積地表徑流量與降雨時間的對數呈顯著正相關,擬合方程為w = a + blnt ,相關系數均大於0 . 92 ,即在降雨強一定的前提下,降雨時間越長,地表徑流量越多。
  4. Study shows that the effect of the shock of heavy rain on an airplane in the low - level wind shear of thunderstorms is evident, the flight resistance resulted from the roughness of airplane is able to change the flight track and endanger the flight safety, whereas, the increase in the mass of airplane caused by the water film on the airframe and its wings in heavy rain is nigligible

    結果表明:雷暴低空風切變中大雨雨滴的沖擊作用是明顯的,被粗糙化的機體所產生的阻力能顯著改變飛行軌跡,並能影響飛行安全;在機身和機冀上的水膜造成的飛機質量的增加對飛行的影響可以忽略。
  5. The horizontal and vertical momentum loss caused by the shock of heavy rain in low - level wind shear of thunderstorms on the airframe and wing are analyzed, the water film thickness on the airframe and wings estimated, and the flight resistance resulted from raindrops - striking caused by the roughness of airplane when the heavy rain shocks the airplane is discussed

    摘要分析了雷暴低空風切變中大雨滴沖擊飛機的機身和機翼而引起的水平和垂直動量損失,估算了大雨在機身和機翼上的水膜,並討論了因遇到大雨雨滴沖撞而粗糙化的機體所產生的阻力。
  6. Conclusions as following have got through test study : ( 1 ) when impact compaction technology is applied to treat collapsible loess subgrade, the effect depth may be treated generally can not override 80 cm and impact compaction pass is optimum at 30 times. ( 2 ) for stratified impact compaction of subgrade, when compactness of each level reaches codeslstandards loose laying depth of 80 cm fits 40 impact compaction pass is the optimum combination of subgrade construction. when average compactness in each level reaches codeslstandards loose laying depth of 80 cm fits 30 impact compaction pass is the optimum combination o ( 3 ) the quality control method may request impact compaction pass as the main control index and at the same time the final division settlement is less than 10 % of total settlement as large area subgrade is constructed

    通過試驗研究主要得出如下認識:沖擊壓實技術處理濕陷性黃土地基時,其有效處理深一般不超過80cm ,沖壓遍數以30遍左右為宜;對路基分層沖壓,在要求土體中各點壓實均達到規范要求時,路基沖壓最佳組合為虛鋪80cm 、沖壓40遍;在只要求土體平均壓實達到規范要求時,路基沖壓最佳組合為虛鋪80cm 、沖壓30遍;大面積施工時,質量控制方法可按照在以沖壓遍數作為主要控制指標的同時,要求最後10遍分沉降量小於沉降量10 ;在施工單位自己購置沖擊壓實機情況下,與傳統施工相比較,沖擊壓實技術是一種既能節約資金又能大量縮短工期的施工方法。
  7. A correlation was studied out here :, for experiment with sparger 1 # ;, for experiment with sparger 2 #. sparger decreased interfacial heat transfer coefficient, total clotted liquid and steam energy transfer and weakened surface temperature vibration. it also decreased thickness of hot water layer, attenuated steam condensation and shortened the time of balance

    加裝遮流板使實驗初期階段的表面冷凝換熱系數hif降低76 93 ;減少了凝結量67以上;降低蒸汽流能量的傳遞,使表面溫波動顯著降低;減少了熱水層的;減緩了蒸汽凝結的劇烈程,大大縮短了系統壓力平衡需要的時間。
  8. This differ with computation modal that design the foundation pier very big, bearing power too than design increment ; usage mechanics numerical analysis device with limited a logarithm of timw fitting method logt, noted the rock strength in stake tip of the borehole cast - in - place concrete pile to proceed with the structure steadiness the simulation compute to study with the fixed amount, designing for the engineering to start construction to provide for science with the spot

    本研究結合現場試驗、力學數值分析和有限單元分析,對巖溶地段鉆孔灌注樁的施工工藝、荷載傳遞機理、持力層頂板及嵌巖深等方面作一些探討性研究,為該工程的設和施工積經驗,並為該類課題的進一步研究奠定了基礎。
  9. For years, ruihe has adhered to the motto of taking quality as life, innovation as motive and talent as fundament and providing clients with royql service and sought for good design, high quality and advanced technique. fortunately we have made great achievements and accumulated powerful capital, human resource, brand influence and abundant management experience and won high praise and trust fro extensive clients. herein, i would like to extend my appreciation to friends in all circles who have given us support and help

    多年來,瑞和一貫堅持「以質理為生命,以創新為動力,以人才為根本,忠誠服務客戶」的理念,孜孜不倦地追求「好的設,好的材質,好的工藝」歷經十余年風雨的洗禮,現和取得了可喜的成就,積了雄的資金實力人才資源品牌效應和豐富的管理經驗,贏得了廣大客戶的高評價及信賴!
  10. Hi this paper, a set of typical pavement structures is given and some problems have been solved. the first step is present the computation and dividing methods of roadbase back module and cumulatetion of axle load, which are two major reasons of affecting pavement structure design

    本文首先從土基回彈模量e _ o 、積標準軸次n _ e出發,探討了這兩個影響路面結構的主要設參數的算及等級合理劃分的方法。
  11. 2 ) the analyse of the structure of mei - yu low and the elationship between the low and rainfall three lows moved along the mei - yu front towards the northeast during mei - yu period in 1999, which produced three intensive rainfall periods along the yangtze river : ill the station of huangshan, the most heavy rainfall center, totally had 850mm rain during 11 days. the reason for the heavy rainfall was the sustaining moisture supply from the south, and the deep moist layer and the high relative humidity in the south - east quadrant

    2 )梅雨鋒低渦的結構及其與降水關系分析1999年在梅雨鋒上有三個梅雨鋒低渦相繼在其上產生,冰箱東北方向移動,分別對應著長江中下游的三次強降水過程:最大降水中心黃山11天降水量達到850mm ,為梅雨期間平均降水量的150以上。低渦之所以產生這么大的降水和降水強是因為低渦在移動過程中不斷有水汽輸入和補充,在其東南象限對流層中低層維持了深的濕層和很高的相對濕
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