計數區分線 的英文怎麼說

中文拼音 [shǔfēnxiàn]
計數區分線 英文
counting partition
  • : 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...
  • : 數副詞(屢次) frequently; repeatedly
  • : 區名詞(姓氏) a surname
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • 計數 : count; tally; counting計數卡 numbered card
  1. For this purpos, from the point of the log geology, aimed at the actuality of the current fractured reservoir log geology interpretation and evaluation, based on synthetical analysis of the current domestic and foreign fruit of fractal dimension investigation of reservoir fracture, using the method and technique of fractal dimension, through the further discussion of the fractal dimension characteristics of m index and n index in the log interpretation archie model in a sample way and through the theoretic reasoning to the fractal dimension dfa and m index of fractured reservoir interval ' s log curve, according to the geophysical signification of the fractal dimension dfa of fractured reservoir interval ' s log curve shape : the more complicated the change of the curve shape is, the larger the its dfa value is, then the more complicated space structure of fracture and pore, then the higher value of m index of space structure of fracture and pore, and so on, the text propounds an improved method, based on box dimension, of covering log curve with scale grid, and by programming computes the dfa and its m index value of fractured reservoir interval ' s log curve, for instance, ac and rt curve, ect, then further puts this technique into application investigation, and makes analysis of application effects in the reservoirs located in l area of qx oil field from three aspects : 1. the dfa and its m index value of fractured reservoir interval ' s log curve, for instance, ac and rt curve, ect, which are derived from computing, is used to identify reservoir type by crossplotting m index with the product df _ acrt of fractal dimension of acoustical wave log curve and restivity log curve and by experiential discriminance plate of reservoir type in l area of qx oil field

    因此,對該裂縫性儲集層的類型識別、孔滲特徵的測井地質解釋以及儲層裂縫的發育和佈規律進行深入的研究便成為本文研究的出發點。為此,本文從測井地質的角度,針對當前裂縫性儲層測井地質解釋與評價的現狀,在綜合析當前國內外儲層裂縫的維研究成果的基礎上,利用維方法和技術,通過對archie測井解釋模型中的m指、 n指維特性的深入淺出的論述以及裂縫性儲層段測井曲維d _ ( fa )與m指的理論推導,根據裂縫性儲層測井曲形態維值的地球物理意義? ?曲變化越復雜,則其維值d _ ( fa )越大、裂縫孔隙空間結構越復雜、裂縫孔隙空間結構指m值越高等特徵,提出了改進的基於盒維的測井曲網格覆蓋法,編程算了裂縫性儲層段常規測井曲(如聲波和電阻率曲)上維值及其m指值,進而從以下三個方面對qx油田l塊的裂縫油藏進行應用研究,效果十理想: 1將算得到的可變的m指與聲波和電阻率維之積df _ acrt進行交繪,採用儲層維值類技術統析這些參變化的規律,並結合qx油田l塊儲層類型經驗判別圖版,從而實現qx油田l塊下白堊統的裂縫性儲層的類型識別。
  2. Based on field research and the dynamic analysis of remote sensing data of different time ( 1987 tm, 1996 tm and 2000 china - brazil earth resource satellite ccd ), using multi - information of research area ( including data of geology, geography, hydrology, meteorology, economy, human culture and dem ) and existing research results, the dissertation discusses drive factors of desertification and the relationships between drive factors and desertification with the help of gis tool and some mathematical methods such as probability, statistics, curvilinear estimation, logical analysis and analytic hierarchy process

    論文在對研究土地荒漠化現狀野外調研和不同時相( 1987tm 、 1996tm和2000ccd )遙感圖像土地荒漠化信息提取和演變析的基礎上,結合研究已有的多元信息基礎資料及研究成果(包括地質、地理、多時期的水文氣象、經濟、人文以及dem據等) ,運用gis強大的空間析功能和概率統、曲、邏輯析、主成析、層次析等學方法綜合研究了土地荒漠化與各驅動因子之間的相關關系,揭示了研究土地荒漠化的主要驅動因素,探討了荒漠化動態演化規律。
  3. The basic concept of terrain information content is proposed after an overall review of existing research achievement. applying a series of analysis and data processing method, like math - analysis, mathematical statistics, comparative, error visualizing, this paper carefully investigated the terrain information content characteristic of dems of 1 : 50000 map scale of loess plateau area

    本文在對前人已有研究成果進行系統總結的基礎上,首先明確了dem地形信息容量的基本概念,並運用析、理統、比較析、誤差地圖等方法,以海拔高程與等高為研究對象,以1 : 1萬比例尺dem為參考真值,探討了黃土丘陵溝壑1 : 5萬dem的地形信息容量特徵。
  4. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口「三木花園」開發建設項目,從地下空間靜力結構穩定性析角度出發,針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米,高7 . 5米的地下隧道這一具體工程情況,採用2d - 3d -有限元結構析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元算,探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響,通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖和4個垂直剖等不同情況,從以下幾個方面具體析研究了算斷面的應力與位移佈規律: ( 1 )在各種不同狀態下算斷面的主應力矢量圖、位移布圖( ux 、 uy )以及應力等值色譜圖( _ 1 、 _ 2 、 _ ( xy ) )等; ( 2 )相同狀態下不同水平與垂直剖的應力_ 1 、 _ 2和_ ( xy )對比佈曲; ( 3 )不同狀態下相同水平或垂直剖的應力_ 1 、 _ 2和_ ( xy )的對比佈曲等,為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設和工程施工提供參考依據。
  5. This thesis analyze the effects of its mechanism dimension to the working properties with many of date, and the flux curve of principal and subordinate piston mortar pump, and the effects of the transition working area of the compensatory cylinder to the working properties, and find the differences between the actual properties and the theoretical model, proposes the measures for the improvements, as well as gives the guiding instructions for the mortar pump design

    析了主從活塞式砂漿泵機構尺寸參變化對泵工作性能的影響,析了主從活塞式砂漿泵的排量曲,以及補償缸工作的過渡間對泵工作性能的影響,找到了泵實際工作性能與理論模型的差別並提出改善措施,對該砂漿泵的設提出指導性建議。
  6. First, proper initial conditions between ekv and target are the premise of hit - to - kill. capture region is described by equations of relative motion defined in modified polar coordinate while phasetrajectory graph is introduced. and the disturbance of initial condition biase is analyzed by cadet through statistical linearization of ekv dynamical model

    本文在修正極點坐標系中建立攔截器和目標之間的相對運動方程,結合相平面軌跡圖,析了大氣層外動能攔截器的攔截;對大氣層外動能攔截器動力學模型進行統性化,採用協方差析描述函法,析了初始狀態誤差對彈道的影響。
  7. In order to utilize the frquency resource adequately and increase the capacity of mobile communication system, the wireless electric wave propagation of existing mobile system always adopts the microcell structure. forecasting the path loss characteristic of electric wave accurately can provide the necessary condition for the layout and design of wireless network, at the same time it is a precondition for the research on the microcell mobile system. the methods of forecasting of wireless electric wave propagation can divide into two parts : one is pluse and respond, that is establish the empirical model based on experimental and statistical data ; the other is ray tracing method, that is establish the deterministic model based on theoretical analyse. the paper discuss the characteristic of wireless signal electric wave transmition in symmetrical atmosphere of earth, and introduce the common path loss transmition model in land mobile communication system, also point out the localization of these models based on experiential methods

    而精確預測無電波傳播路徑損耗特性,則為合理的微蜂窩無網路規劃、設提供了必要條件,同時也是研究微蜂窩移動通信系統性能的前提。無電波傳播預測的方法為兩類:一是用沖激響應法,即根據實驗、統所得據建立經驗性傳播預測模型;另一種是用射跟蹤方法,即依據理論析來建立確定性的傳播預測模型。本文首先討論了在地球表面均勻大氣中的無電波傳播的基本特性,介紹了陸地移動通信系統中常用的幾種電波傳播路徑損耗經驗性預測模型,並指出了這些經驗性傳播模型對于微蜂窩小電波傳播特性研究的局限性。
  8. We obtained the uniform data distribution from discrete data points by inserting spatial dots and then set up digital elevation model ( dem ) of correlative area through constructing mutual linked triangle net. the isoline graph was implemented based on this model. during the processes, we combined the technology of stratification computing when inserting special dots in fault area with the technology of stratification triangle net in fault area for dealing with thrust data

    然後介紹了在本研究中構造逆斷層地質等值的基本思路:從離散據點結構出發,採用空間據內插方法進行據的均勻化,通過三角剖構造出相互連接的三角形網路結構來建立起相關域內的字高程模型,利用該模型構造出相應的地質等值圖,其中使用擴展點與斷層的關系屬性進行斷層層空間插值算處理和斷層域的層三角形網格化處理相結合的技術,實現逆斷層據的處理和等值繪制。
  9. The difficulty in computer simulation of multi - curve fitting lies in data analysis and the judgment of adaptive situation of the curves, that is, dividing the period of calculating time

    多曲算機模擬的難點在於析和判斷曲的適用條件(即劃推流時段) 。
  10. We get the estimates of the upper bounds of hausdorff and fractal dimensions for the global attractors. in section 5. 3, the cauchy problem is studied, by using the weighted function space and the interpolating inequality, the existence of the global attractors for the damped generalized coupled nonlinear wave equations in an unbounded domain is proved. in section 5. 4, the time periodic solution problem of damped generalized coupled nonlinear wave equations with periodic boundary conditions is studied, the existence of time periodic soluation of this problem is proved by using the convergence of approximate time periodic solution sequences

    第五章,考慮了一類廣義耦合的非性波動方程組,在第二節中討論了周期初值問題,證明了整體光滑解的存在性和唯一性,得到了整體吸引子,給出了hausdorff維形維的上界估;在第三節中討論了cauchy問題,利用加權函和加權空間的插值不等式,證明了無界域上整體吸引子的存在性;在第四節中證明了時間周期解的存在性。
  11. Based on the discussion on the principle of density - logging, this paper analyses far - gamma gamma rate, near - gamma gamma rate and density - logging curve respectively, and discusses far - gamma gamma rate near - gamma gamma rate and density variation caused by radioactive anomalies, and preliminarily interprets factors that could lead to the variation of density - logging curve of radioactive anomalous layer, thus explaining the reason why density - logging curve changes at the radioactive ore - layer in northern ordos basin, finally, an empirical formula for revising the distortion of density - logging curve has been established

    摘要本文概述了密度測井原理,別對長源距率、短源距率及密度曲進行析,對由於放射性異常引起的長源距率、短源距率及密度變化情況進行了討論,初步解釋了放射性異常層位密度曲的變化因素,說明了鄂爾多斯盆地北部地密度測井曲在放射性礦段的變化原因。
  12. Secondly, in view of the limitation and shortage of traditional simulation of finite element approaches for bolt, a new composite grouted bolt element including nonlinear contacting relation will be built based on the above study of the mechanics mechanism of fully grouted bolt. then, an elastic - plastic finite element program will be developed for the analyses of tunnel stability, in which the composite grouted bolt element and nonlinear finite element analysis method will be used ; the patterns and the affect of main design parameters on the support effect of bolt will be analysed using the program, and conclusions of guidance importance for tunnel support design will be drawn. finally, simulation compution for the excavation and support of a highway tunnel will be made out using the above production, and the method of application of the program will be discussed ; analysis of the deformation, stress and distribution of plastic range will be done, and rational support plan will be worked out, which is of guidance importance for tunnel support design and the thery and technique of fully grouted bolt used in tunneling will be perfected further

    首先,本文在綜合析隧道穩定性影響因素及失穩破壞模式的基礎上,對全長粘結式砂漿錨桿作用力學機理進行了深入研究,為全長粘結式砂漿錨桿的有限元模擬析奠定了基礎;其次,針對傳統錨桿有限元模擬方法的局限性與不足,在上述全長粘結式砂漿錨桿作用力學機理研究基礎上,建立出能反映界面非性粘結的新型復合砂漿錨桿有限單元模型;然後,運用上述復合砂漿錨桿單元模型,引進非性有限元析手段,開發了隧道支護穩定性析的有限元程序,並就全長粘結式砂漿錨桿的型式與設對支護效果的影響進行了深入探討,得到了對隧道支護設具有指導意義的結論;最後,運用本文研究成果對某公路隧道工程實例進行了開挖與支護的模擬算,探討了其應用方法,並就隧道變形與應力及塑性佈規律進行了析,從而提出了合理的支護方案,為隧道支護設提供了參考依據,完善了隧道全長粘結式砂漿錨桿支護的理論與方法。
  13. Corresponding to the correct water hammer mathematic model ( 3 ), the character difference equation is by comparing the new mathematic model with the old mathematic model, the last calculative part of paper argues the falseness of the current water hammer mathematic model, makes use of the improved character line method to analyze the correct mathematic model ( 3 ), studies all kinds of facts " impact on water hammer pressure value and water hammer phenomenon attenuation, points out that, in the long pipeline system, the subarea calculation of head loss along with flow rather influences the calculative results of water hammer pressure, advices to take the subarea calculation of head loss along with flow into account in the water hammer calculation of the long pipeline system

    對應于正確的水擊學模型( 3 )的特徵差方程形式如下c ,弓+吼川一c ,唱一幾弓扮幾rv另卜川= o幾代+吼川一幾唱一吼嶸{一c :腳丸}唱} ? 「本論文在最後的算部,通過對新老學模型的算比較,進一步論證了當前水擊學模型的不正確性。並且應用改善了的特徵法對正確的學模型( 3 )進行了析,研究了各種因素對水擊壓強值和水擊現象衰減的影響,指出在長管道系統中,沿程水頭損失的算對水擊壓強的算結果影響較大,建議在長管道系統的水擊算中應按進行沿程水頭損失的算。
  14. In measuring distance, two common methods : pulse - counting and phase - shifting are compared and analyzed. we analyze and compare analog intervene method and time delay method according to their measuring precision and the measuring blind area to improve the measuring precision

    對脈沖法中的兩種提高測量精度的插入法:模擬插入法和延遲插入法的精度和測量盲兩個方面作了析和比較。
  15. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過析比較,論證了對螺旋型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點,並為此編制了一個採用極限平衡法析土釘支護的fortran語言程序,以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究,得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參的關系、土釘總力與庫侖土壓力間的關系等結論;採用大型通用有限元析程序ansys別對採用土釘支護的一階邊坡、二階邊坡進行析,重點是研究各排土釘的軸力佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用,得出了有關第一排土釘的設問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論;通過土壓力析對朗肯、庫侖兩種經典土壓力理論的別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力佈、面板背土壓力的佈形態作了研究,得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  16. Particularly four following respect problems of main research of this thesis : first, excavating and optimizing of the road bed and the slope protect, on the basis of influence factor analysis and the slope design principle by the expressway of mountain area of limestone, we excavate the model of optimizing after putting forward the road bed which is suitable for the expressway of mountain area of limestone, through employ this optimize model, we can reduce the amount of road bed excavate, thus maximum reducing slope excavate destruction to environment and pollute ; according to limestone mountain area expressway characteristic of the cutting slope, we use the law of finite element and rmr of revision carry on stability analyze and appraise to their side slope ; combine the limestone rock body characteristic of mountain area, we have analyzed the corresponding side slope safeguard procedures

    論文主要研究了以下四方面問題:第一,路基開挖優化。在析石灰巖山環境特徵的基礎上,探討了石灰巖山的原則與方法;在應用有限元析方法對邊坡的開挖穩定性進行析的基礎上,提出了陡開挖強支護的石灰巖山高速公路的路基開挖方式,並建立了填挖平衡,開挖面積最小的石灰巖山高速公路的路基開挖量優化模型;結合石灰巖山巖體特性,探討析了相應的邊坡防護措施。第二,土石方處理及自然水系調治恢復。
  17. The recursive criterion of transient current protection based on mallat wavelet transform is presented in order to meet the real - time demands. the reserch shows deficiency existed in the prevenient principle of transient current protection, so a new improved scheme of transient current protection is proposed. the characteristics of transient protection at different bus distribution capacitance is also analysed in this thesis. the study shows that operate of transient protection is correct when the bus distribution capacitance change. other conclusion include : the trip of transient protection must be locked when the power circuit breaker of transimission line operated, because the trip is incorrect at this time ; the features of transient current and it ' s energy is different between the fault and thunder over - voltage in transimission line, and them can be identified ; the ratio of high frequency component of current in serise capaciters compensation line, svc and hvdc system is far little than fault transient current, so all of them do not affect the working of trasient current protection

    應用功率譜估方法討論了故障高頻暫態噪聲信號在頻率軸上的佈情況,利用功率譜析結果實現的非參化系統辨識方法研究了母佈電容對電流高頻暫態信號的衰減特性。論文的後半部(第五,六,七章)著重析了現有基於故障電流的暫態保護原理和判據存在的問題,提出了新的實現方案,並討論了暫態電流保護的運行性能。利用多析和小波解快速演算法構成的遞推暫態保護判據,可以準確故障路和非故障路,實現超高速暫態電流保護,算更為簡單方便,算速度更快。
  18. At last, some practical navigation data in hong kong are processed by algorithm improved and woleson ' s. it is proved by the results of experiments that new algorithm not only decreases the number of characteristic point, but also predigests curve matching algorithm. the new algorithm makes full use of curve characteristic information in matching process

    最後,利用香港地的實際導航據,別採用改進演算法和woleson演算法進行算,析試驗結果,證明改進后的演算法不但降低了對特徵點的依賴,而且在匹配中充利用了曲特徵信息,簡化了曲匹配演算法。
  19. On the premise of summarizing former contributions in the field, and considering the universality of the cylindrical space with circular cross - section in industry, the author develop a novel ofpt structure, on which the design theories, numerical simulation, design of experimental system for plane structure, preliminary experiment and design of applied space structure are presented. the main contents of the thesis are that : put forward the novel ofpt pixel distribution and plane - light - path design theories and their empirical formulae. the numbers of the ofs units and their emitting rays can be decided by the requirements of image - reconstructed resolution and the size of the center unmeasured region

    本論文在總結前人工作的前提下,充兼顧了工業中具有圓形截面的圓柱形容器或管道普遍存在的事實,提出了一種新型的光纖過程層析成像結構,並從理論設方法,具體結構模擬,平面結構實驗系統設,初步實驗以及空間結構實用化設、理論析等方面進行了研究,主要的創新點在於:提出了一種用於工業過程監測與控制的新型光纖過程層析成像結構設方法,並推導了該方法的經驗公式,該方法主要包括像素配和平面光路結構設,可以根據工程應用中圖像重建的解析度和圓形截面非測量域所佔比例的要求,設所需傳感單元的目和傳感單元發射光目;設了一種新型的光纖過程層析成像結構,並對該結構進行了可行性析和值模擬。
  20. In the analysis of log - periodical antenna the concept of diagonal field symmetric is introduced for the first time, and hence the calculating mesh size is reduced to half. in the calculation of circular polarization microstrip antenna, the effect of finite substrate is described

    在對周期天析中,首次引入了對角場對稱的概念,使得域減小一半;在圓極化微帶天算中,詳盡地討論了介質截斷的大小對天性能的影響。
分享友人