深度參數 的英文怎麼說

中文拼音 [shēnshēnshǔ]
深度參數 英文
depth parameter
  • : Ⅰ形容詞1 (從上到下或從外到里的距離大) deep 2 (深奧) difficult; profound 3 (深刻; 深入) thor...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • : 參構詞成分。
  • : 數副詞(屢次) frequently; repeatedly
  • 深度 : 1. (深淺程度) degree of depth; depth 2. (觸及事物本質的程度) profundity; depth
  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,對該區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分佈規律進行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,針對當前裂縫性儲層測井地質解釋與評價的現狀,在綜合分析當前國內外儲層裂縫的分形分維研究成果的基礎上,利用分形分維方法和技術,通過對archie測井解釋模型中的m指、 n指的分形分維特性的入淺出的論述以及裂縫性儲層段測井曲線分維d _ ( fa )與m指的理論推導,根據裂縫性儲層測井曲線形態分維值的地球物理意義? ?曲線變化越復雜,則其分維值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線網格覆蓋法,編程計算了裂縫性儲層段常規測井曲線(如聲波和電阻率曲線)上分形分維值及其m指值,進而從以下三個方面對qx油田l區塊的裂縫油藏進行應用研究,效果十分理想: 1將計算得到的可變的m指與聲波和電阻率分維之積df _ acrt進行交繪,採用儲層分維值分類技術統計分析這些變化的規律,並結合qx油田l區塊儲層類型經驗判別圖版,從而實現qx油田l區塊下白堊統的裂縫性儲層的類型識別。
  2. On the basis of analogic methodology, the deep gas resources of the basin is evaluated as 1116. 144 billion cubic meters, which is mainly distributed in the zones of xujiaweizi, miaotaizi, changling, yingshan, and gulong

    根據松遼盆地層天然氣區帶地質評價取值標準,進行區帶地質評價,並通過與刻區類比,得出層天然氣資源量為11161 . 44 10 ^ 8立方公尺,主要分佈在徐家圍子、廟臺子、長嶺、鶯山、古龍等區帶中。
  3. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後,對巖土工程領域至今尚未解決,甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討,提出了考慮地基變形的地基承載力上程計算方法;對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎(空間問題)的承載力界限荷載p _ ( 1 / 4 ) ,並與國內外土力學專著及地基基礎設計規范中的條形基礎(平面問題)的界限荷載p _ ( 1 / 4 ) ,進行了對比,從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況;根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作,本文以截頭錐模型模擬地基,對地基(巖基)承載力的動測法進行了研究,為各類地基(包括巖基) ,匯總了動力分析和檢測川的:針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題,從巖石室內單軸抗壓強確定、基於彈塑性模型的有限單元法計算、土力學計算及斤載荷試驗四方面進行了入討論;本文作者根據多年現場載荷試驗的工程實踐,對井荷試驗裝置的核心部分? ?反力裝置,設計了側壁支撐反力加載系統,該加載系統具有實用、簡便、穩定及安個等優點。
  4. This dissertation can be divided into three parts as following : focusing on institutional risk control, this dissertation demonstrated the effect of institutional risk on dis " objects by analyzing the relationship between deposit insurance and financial development, financial stability and market discipline, in light of foreign or native primary theory and empirical results of dis. in virtue of statistical method and with the theory of game, this dissertation explored the cause the institutional risk such as moral risk and adverse selection, on the basis of which discussed the approach of controlling institutional risk and proper deposit insurance pattern. because deposit insurance assessment is the core of institutional risk control, this dissertation introduced and discussed deeply the passive casualty - insurance model, the option - pricing model, the game - theory - based pricing model, and reasonable pricing interval, and put forward the hierarchical pricing strategy of dis on the balance of information confiscatory and risk - based - assessment necessity

    本文以存款保險制風險控制為中心,在借鑒國內外關于存款保險制的基本理論和實證的基礎上,通過分析存款保險與金融發展、金融穩定和市場懲戒等方面的關系,論證了存款保險制風險對存款保險制目標的影響;並藉助統計學的方法,運用信息博弈論的觀點,從主要制與者? ?投保機構和存款保險機構? ?的效用函出發,對存款保險所引發的道德風險和逆向選擇等制風險的成因進行入的剖析,探討有效控制制風險的途徑和制的安排模式;由於存款保險定價是制風險管理的核心問題,本文還專門對意外存款保險消極模型、存款保險的期權定價模型、基於信息經濟學的存款保險定價模型以及合理定價區間等定價模式進行入分析和詳細評述,闡述各種定價思路的局限性和可能運用的空間,通過權衡信息的充分性和風險定價的必要性,提出存款保險制的層次性定價策略。
  5. Several numerical experiments are carried out to detect the actual steps and limitation for the velocity and depth parameter ' s ray inversion in the fourth chapter, and the we find that : a. the resolution capability of the layer ' s velocity change along both the top and bottom boundary is very poor. thus generally the vertical homogeneous layer model whose top velocity equal to that of its bottom boundary should be considered

    本文的第四章通過一系列模型試驗詳細探討了利用射線反演方法反演速深度參數的實際步驟,認為走時反演對速層內頂部和底部速變化的分辨能力很弱,僅僅依靠走時據難以反演出層內頂部和底部的速變化,故一般情況下應採用速層底部和頂部速相同的縱向均勻模型。
  6. Then we studied the effect of junction uniformity on the aluminum - alloyed back surface field to solar cell performance. the formation theory of aluminum - alloyed back surface field, the effect parameters to the doping concentration and the junction depth were analyzed

    比較了兩種商業太陽電池的雜質濃分佈及結情況;敘述了鋁背場的作用及形成原理,對影響鋁背場表面濃和結作了分析。
  7. First, after deeply investigating help model, a harmonic related voicing detection algorithm based on mse criterion is developed, with the knowledge that voicing algorithm can be showed by degree of harmonic relation

    首先,本文通過對help演算法的入分析,根據語音信號諧波相關程能反映濁音強弱的性質,開發了一種基於最小均方誤差準則的諧波相關濁音提取方法。
  8. On the premise that the basal transducer layout was designed according to the requirements of deep - sea exploring surroundings and technology on the basis of the hardware structure and data collecting ways of interferometric sonar, the echo signal by energy relativity search is analyzed and calculated, altitude data of the tiny terrain on the seabed under real - time irradiation of ultrasonic is gained as to provide parameters of best cutting depth for intellectualization of the seabed mining vehicle timely and promptly

    摘要在相干聲納硬體結構及據採集方式的基礎上,結合具體的海鈷結殼探測環境和技術要求,確定了換能器基本布局,探討了信號採集與處理方法,利用能量相關搜索法對回波信號進行分析和計算,得出超聲波實時照射下的海底表面微地形高程據,為海底采礦車智能化開采提供實時、快速的最佳切削深度參數
  9. Since linear rank statistics has the most popularity in application in nonparametric statistics, this article fabricate the linear rank statistics based on depth function, and discussed its asymptotic property and application. particular result is as follows : 1

    由於線性秩統計量是非統計中應用最廣的一類統計量,所以本文構造了基於的線性秩統計量,並對其漸近性質和應用做了一些研究,具體結果如下: 1
  10. The reference values of strength parameters of the grounds and rock - fillers of the high rock - filled embankment on liuzhai - shuien highway in guangxi are obtained in this paper by synthetically analyzing the construction technology at home and abroad and indoor rock tests. by comparing the analysis method of settlement laws and thoroughly analyzing the datum of the embankment settlements of liuzhai - shuiren highway from the whole cons truction period, a new method generated from expectation technology to analyze the embankment settlement laws, " compete " growth curve, is presented in this paper and the result tallies with the observation data. for there are shortcomings in indoor rock tests, in this paper by combining finite element method with duncan - chang nonlinear constitutive model and composite method, a method for back analysis of the strength parameters of rock fillers is presented with a corresponding program, which has been successfully applied

    通過對國內外已有高填石路堤修築資料的綜合分析及室內巖石試驗,獲得了寨任二級公路高填石路堤地基及填料強考值;通過對路堤沉降發展規律現有分析方法的比較及對廣西寨任二級公路高填石路堤修築工程中的沉降全過程觀測資料入分析,運用預測技術,提出了路基及路堤沉降發展規律分析的「龔帕斯」成長曲線分析方法;針對室內巖石試驗的局限,運用有限元技術,結合鄧肯一張非線性本構模型和復形調優法,提出了高填石路堤填石料強的反演方法,開發了相應的反演分析程序,並成功地反演了廣西寨任二級公路高路堤填石料的強值。
  11. The software adopts eofs to describe the sound speed profile in the sea, and takes its bottom depth parameters from inputed digital chart. the software can process more complex 3 - dimension sound field

    軟體中採用經驗正交函來描述海洋中的聲速剖面,海底深度參數字海圖的形式輸入,可以處理較復雜的三維情況下的海洋環境聲場。
  12. Research results show that foundation pit slope soil structure destroy characteristic is subgrade shear strain destroy, namely, it is gradually destroy. lateral displacement of retaining and protecting piles has relations with embed depth, load grade and strength index parameter. soil displacement and timbering pile displacement are in harmony with deformation

    研究結果表明,基坑邊坡土體具有地基整體剪切變形破壞的特點,系漸進破壞的過程;支護樁側向變形是樁嵌固、荷載大小、土體強變量的函;土體的位移和支護樁的位移滿足變形協調條件。
  13. Consider that the user permission usually includes private permission, department permission and public permission, and the permission need update frequently, so the model expands the definition of permissions by adding a parameter of permission transmitting depth, i. e. the number that the permission can be inherited, which corresponds to the number of posts and the kind of permission in reality

    考慮到用戶權限通常包括私有權限、部門權限及公有權限,並存在權限頻繁變動等問題,該模型擴展了權限定義,在權限定義中增加了權限的傳播深度參數,即增加了可被繼承的次,使該與現實世界中的各級崗位及權限類型相對應。
  14. The statistical method for establishing multivariate reference range using mahalanobis depth function

    基於馬氏的多變量考值范圍的統計方法
  15. Based on the idea of the measured displacement can be divided into elastic and plastic parts, elastic parameters can back analyzed by the elastic displacement, which is the measured instant after blasting excavation. the strength parameter can be got by plastic deformation, which is the measured during the period of construction loop without blasting excavation. lastly, depending on fenner formula, a new and valid evaluating criterion for tunnel stability is presented and the effect of deformation modulus, cohesion, internal friction angle and overburden can be considered

    以解析理論為基礎提出一種實用而簡便的圓形洞室彈性反分析方法,且將其應用推廣到其它洞型、分步位移等不同情況;提出一種圍巖強反演方法,並對其可靠性進行了初步研究; ( 4 )依據芬納公式提出了能夠考慮圍巖變形模量、強、埋等主要因素的、新的、有效的圍巖穩定性評判方法。
  16. During the inversion process of velocity and depth parameter, the velocity parameter should be inversed firstly and then do the depth so as to assure the stability of the final results and the reliability of the solution

    反演過程中應採用先反演速、再反演深度參數的方案,這樣的步驟使得反演結果較穩定,得到的解更為可信。
  17. The authors use a ultrasonic transducer emit ultrasonic to simulated seabed tiny terrain, then analyze and calculate the relativity of amplitude according to the time, phase and amplitude etc included in echo signal and making using of the relativity of amplitude characteristics, at last gain the real - time altitude data of tiny terrain for deep - sea cobalt crusts mining in order to provide the parameter of best cutting depth for the intellectualized mining of excavating head

    摘要通過超聲波換能器向模擬海底微地形發射超聲波,根據回波信號包含的時間、相位和幅等信息,利用幅特徵相關性進行分析和計算,得出海鈷結殼開采所需要的實時微地形高程據,為採掘頭智能化開采提供最佳切削深度參數
  18. In order to discuss the similarities and differences of the interaction in different terms, adopt single factor alteration method to analyze it more in the paper. discuss the influence each factor alteration makes the horizontal displacement and stress of stabilizing pile from three aspects, earth parameter of sliding plane ( c 、 ), anchor cable parameter ( pres - tress 、 stiffness ), pile parameter ( burying deep 、 space between ), ascertaining the main factors that influence stabilizing pile with anchor cable

    論文中主要從滑裂面土體的抗剪強( c 、值) 、錨索的(錨索預應力大小和錨索的剛)和樁(樁的埋和樁間距)三個方面來討論每個因素變動對樁身水平位移和兩側結點應力的影響,從而確定影響錨索抗滑樁的主要因素。
  19. Studying deeply on shear strength characteristics of rough cement face has an important meaning for precise determination of shear strength parameter and analysis on failure mechanics

    入研究粗糙膠結面抗剪強特性對準確確定其抗剪強值及分析其破壞機理具有重要意義。
  20. Object that is initialized with the globally unique identifier for the color depth parameter category

    用顏色深度參數類別的全局唯一標識符初始化的
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