水表位 的英文怎麼說

中文拼音 [shuǐbiǎowèi]
水表位 英文
meter position
  • 水 : 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...
  • 表 : Ⅰ名詞1 （外面;外表） outside; surface; external 2 （中表親戚） the relationship between the child...
  • 位 : Ⅰ名詞1 （所在或所佔的地方） place; location 2 （職位; 地位） position; post; status 3 （特指皇帝...
  • 水表 : water meter; watermeter; water-flowmeter水表玻璃管 gauge glass; 水表井 water meter chamber
  1. The case shown in figure 56 corresponds to a dextral horizontal displacement along a vertical fault surface.

    圖56所示例子表示沿垂直斷層面的右旋水平位移。
  2. The results of field observation showed that mucky clay in the shore slope of the wharfs was the stratum with the most obvious horizontal displacement and most of the pile heads close to the retaining walls inclined towards the land to different degrees, agreeing well with the inclination of pile heads as observed on site

    原型觀測結果表明：碼頭岸坡內的淤泥質粘土層為水平位移最明顯土層，靠近擋土墻的大部分樁頂都出現了不同程度的向陸側傾斜，這與實際見到的樁端傾斜狀況完全相符。
  3. Cold water meters - displacement type - plastic main case

    位移型塑料殼體冷水表
  4. Cold - water meters - displacement type, bronze main case

    位移型青銅殼體冷水表
  5. When soil antecedent condition is dry and the initial rainfall intensity is high, peak surface runoff also considerably lag behind that of rainfall, because of the formation of temporary relative impermeable top layer ; b ) surface runoff is controlled primarily by infiltration - excess runoff mechanism under unsaturated condition ; the major fraction of surface runoff are dominated by saturated infiltration - excess runoff response, only a small fraction by return flow mechanism when soil is saturated ; c ) subsurface flow is dominated by saturated runoff mechanism, and the duration of subsurface post the rainfall end is dependent upon rather the soil properties than the rainfall characteristics ; d ) subsurface flow intensity in cultivated soil layer ( 0 ~ 20cm ) is high up to 35mm / h when rainfall intensity is up to 120mm / h, indicating the existing of macropores and pipe flow in cultivated layer

    2 ）耕作制下紫色土的產流主要機制是： 1 ）當雨前土壤含水量未達到飽和狀態時，表面產流起始時間有明顯滯后現象，這與紫色土的快吸水性和較多非毛管孔隙密切相關；當雨前土壤較乾燥，降雨初期雨強較大時，易形成臨時相對不透水表層，表面產流峰也有明顯滯后現象。 2 ）表面徑流的產流方式主要是超滲產流，當土壤達到飽和狀態后，有四川大學博士學位論文小部分回歸流發生，但主要是飽和超滲產流發生，因為紫色土的相對不透水層和其它透水障礙層不明顯。 3 ）壤中流主要是飽和產流，與降雨過程有明顯的滯后，而且雨停后的壤中流產流歷時與降雨特徵無關。
  6. Some units undertake to do what is apparently beyond the ability by force adopting pulse check meter system as basis of closing, which causes numerous disputes, so insiders generally think the reading type water gauge system is an important trend of long - range system development directly

    然而目前的脈沖抄表系統由於自身無法克服的缺點，有些單位勉為其難強制採用脈沖抄表系統作為結算依據，招致眾多糾紛，因此業內人士普遍認為直讀式水表系統是遠程系統發展的重要趨勢。
  7. Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.

    肉眼觀察表明：在端節點處的系梁和橫樑上翼緣之間產生一種沿橋梁縱向的水平位移。
  8. The influence scope of soil horizontal displacement is far from the improvement area border 20m away, about one times of pvds depth

    地表的水平位移影響范圍可達20m ，約為1倍排水板深度的距離。
  9. Ate plays a more and more important role in the test and repair of aircraft avionics, and can considerably improve servicing quality and efficiency. our task is to develop a new type of ate used to test six kinds of aircraft avionics instruments located in the cockpit. it should be able to fulfill the test of all functions and performances of each instruments according to it ’ s component maintenance manual

    本文研究一種新的航空儀表自動測試設備，能對六種分佈於駕艙內的指示型航空電子儀表?空速馬赫數指示器、電動氣壓高度表、無線電距離磁指示器、地平儀、姿態指示儀、水平位置指示儀進行檢測，完成維修手冊所規定的全部功能、性能方面的綜合測試。
  10. ( 4 ) on the basis of analysed result and the status quo of huxi bank, computing the slope safety and seepage of bank by fem. the result shows that the tarus quo of huxi bank could not satisfy theslope safety on designed flood lever. after the reinforcement of seepage, the method can not only reduced leakage, debace the soggy but also ameliorate stress fields. lt also can reduce horizontal displacement and certical displacemeng which have disadvantages to bank

    進行堤體防滲加固后，不但可以減少滲漏，降低堤身浸潤線，還可以有限度地提高抗滑穩定安全系數，改善堤身及地基的應力場，使在高水位作用下產生的不利於堤體安全的水平位移和豎向位移減小。對在後繼采動中可能造成的防滲材料的破壞進行了校核，結果表明材料是安全的。
  11. Analysis was made on the fracture of pipe fittings and screw cap which connected water meter by the flaw theory and metal mechanics after stress accounting and microstructure analysis of the broken position

    摘要通過對斷裂位置的應力計算及斷裂位置的微觀組織分析，應用裂紋理論及材料力學相關方法，對自來水表管接頭及螺母斷裂進行了分析研究。
  12. The results indicate that this method can minish settlement largely, decrease level thrusts on bridge abutment, make the settlements transition, improve the bearing capacity of foundation soil and its economic benefits are notable. the results of field test show that low intensity piles can put into widely use in soft foundation of express way

    研究結果表明，採用低強度樁復合地基加固橋頭軟基時，可以採用變樁長、變間距的設計思想，使沉降逐漸過渡，減輕橋頭跳車的危害，並且還可以減小沉降和深層土體水平位移，減小對橋臺及其樁基的水平推力，提高地基承載力。
  13. Firstly, the eo genes of csfv - jl and csfv - ln9912 strains were amplified by rt - pcr and nested pcr and then sequenced after cloned into t easy vector. comparing the eo sequences with other strains eo by biosoftwares, dnastar5. 0 and bioedit, the phylogenetic analyse revealed that all of the strains we have sequenced could be divided into groupl and groupii. two amino acid streches of 15 csfv strains eo, which form the rnase active site, and histidine residues essential for rnase catalysis in both ones were highly conserved. the eo protein propertys of antigen epitope, hydrophobicity, isoelectric point were also predicted by bioinformatic method

    首先，採用rt - pcr和nest - pcr技術擴增了csfv - jl株和csfv - ln9912株eo基因，插入teasy載體后測序，應用dnastar5 . 0和bioedit軟體將其與本實驗室已測其它毒株和genebank中登錄的csfv代表毒株eo基因序列進行比較，繪制了遺傳進化樹並預測了eo蛋白的抗原表位、疏水性、等電點等特性。
  14. As far as the metal bo are concemed in this thesis, na +, k + in the thet main any, mgl in the second main any and miz + of the transient elements in the fourth period are of tather good therovement to the ffe - fodrig propeny of mse. ( 3whth the teehnology of lb, the monolayer of hise was deposited on to caf2 with hydrophilic sums on ultiapure water subphase, thus y - type lb fllm of transfer raho approaching to l is obtained. the lb film is demonstrated with ft - ir spectrum

    （ 3 ）利用lb技術將二次水亞相上的hise單分子膜沉積到具有親水表面的caf _ 2基片上，得到轉移比接近1的y ?型lb膜，並用ft - ir光譜對lb膜進行了表徵，發現hise的紅外吸收峰在製成lb膜前後沒有發生位移，隨著lb膜膜厚的增加，吸收峰呈現增強的趨勢，表明lb膜可有效、均勻地沉積。
  15. 1. cloning of the gene encoding the specific ige antibody related antigen of schistosoma japonicum the serum samples from the inhabitants living in the epidemic regions of schistosomaisis japonica were collected and detected by abc - elisa method for their swap specific ige antibody. the sera with high titer of the specific ige levels were chosen and pooled

    89 ，其親水性、抗原性和可及性分佈曲線基本一致，預測抗原表位分另ij在第25 35位、 75 82位、 1h 1們位、 117 1n位和149 159位氨基酸殘基。
  16. The amount of adsorbed lysozyme on a hydrophobic surface was greater than on a hydrophilic one, and more negative potential brought about a larger amount of adsorbed lysozyme

    疏水表面上溶菌酶的吸附量比親水表面大得多；電位越負溶菌酶吸附量越大。
  17. The plane fem model analyzes the behaviors of deep excavation, and the step - excavation effect during excavation is studied such as the horizontal displacement of the retaining wall, ground settlement and the forces in struts

    利用平面有限元模型對深基坑工程的開挖性狀進行了分析，研究了開挖過程中圍護結構的水平位移、墻後土體的地表沉降、支撐力等的分步開挖效應。
  18. Three experimental schemes were taken, including the draining plastic board and pre - compression with stacking load, the draining plastic board and punning, the replacement treat after punning. the deep horizontal movement of soil body, hyperstatic pore water pressure, the ground surface settlements and horizontal movements, dynamic detection and static load experiment were carried out in site

    此次方案研究採用塑料排水板+堆載預壓、塑料排水板+強夯、強夯置換等三種試驗方案，對土體深層水平位移、超靜孔隙水壓力、地表沉降及地表水平位移、動力檢測和靜力荷載試驗等進行了現場測試。
  19. The results of groundwater isotope analysis show that the groundwater in the yinchuan plain has different recharge patterns

    摘要地下水同位素特徵表明銀川平原地下水具有不同的補給模式。
  20. In this article, geotechnical engineering numerical analysis program flac4. 0 is used, working mechanism and main influential factor of composite soil nailing system with step excavation was calculated in detailed, contain distribution and influential factors of axial force and the max axial force in soil nails ; the variation of axial force in anchors ; the variation and influential factor of foundation pit horizontal displacement, ground surface settlement, ground surface horizontal displacement and rebound deformation

    本文採用巖土工程數值分析軟體flac4 . 0 ，對樁錨復合土釘支護在分步開挖下的工作性能和主要影響因素進行了詳細的計算，分析了土釘軸力和最大軸力的分佈規律、影響因素;錨桿軸力的變化規律;基坑水平位移、地表沉降、地表水平位移和坑底隆起的變化規律以及影響因素的敏感程度。
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