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排序方式: 共有223条查询结果,搜索用时 31 毫秒
1.
搜索闭合环、附合路线是测量控制网验前精度评定和粗差探测的重要内容。文中结合数据结构相关知识,在已有的基于深度优先算法搜索闭合环的基础上,提出一种利用深度优先和广度优先算法相结合的自动搜索控制网闭合路线、附合路线的搜索方法,与传统搜索方法相比,搜索速度有很大提高。  相似文献   
2.
采用酸溶-电感耦合等离子体发射光谱法(ICP-OES)测定地质样品中的全硼量,关键环节在于如何防止样品消解过程中硼元素的损失,降低测量过程中的基体干扰、光谱干扰和记忆效应。基于以上问题,本文采用氢氟酸-硝酸-高氯酸-磷酸在低压密闭溶样罐中消解样品,溶出的硼元素与少量磷酸充分络合,防止硼的挥发损失;以基体及主成分浓度与样品相类似的地质类固体标准物质绘制标准曲线做线性校准,有效匹配和降低样品的基体干扰;采用仪器自带的操作软件,观察分析谱线附近是否存在其他元素的干扰,来确定背景扣除最佳的位置及宽度,降低ICP-OES测量中的光谱干扰;以10%的王水作为进样系统的冲洗液,有效消减测量过程中的记忆效应。当稀释因子为200时,方法的检出限(3SD)为1.2μg/g,定量限(10SD)为4.0μg/g;用岩石、土壤及水系沉积物国家一级标准物质对精密度及准确度进行分析验证,11次测定相对标准偏差为1.8%~7.9%,相对误差为-3.6%~6.3%;以外检分析结果为参考,对硼含量在定量限以上的样品测定,相对误差为-9.3%~12.5%。  相似文献   
3.
Flow through rough fractures is investigated numerically in order to assess the validity of the local cubic law for different fracture geometries. Two‐dimensional channels with sinusoidal walls having different geometrical properties defined by the aperture, the amplitude, and the wavelength of the walls' corrugations, the corrugations asymmetry, and the phase shift between the two walls are considered to represent different fracture geometries. First, it is analytically shown that the hydraulic aperture clearly deviates from the mean aperture when the walls' roughness, the phase shift, and/or the asymmetry between the fracture walls are relatively high. The continuity and the Navier–Stokes equations are then solved by means of the finite element method and the numerical solutions compared to the theoretical predictions of the local cubic law. Reynolds numbers ranging from 0.066 to 66.66 are investigated so as to focus more particularly on the effect of flow inertial effects on the validity of the local cubic law. For low Reynolds number, typically less than 15, the local cubic law properly describes the fracture flow, especially when the fracture walls have small corrugation amplitudes. For Reynolds numbers higher than 15, the local cubic law is valid under the conditions that the fracture presents a low aspect ratio, small corrugation amplitudes, and a moderate phase lag between its walls.  相似文献   
4.
作为制图者与用图者间信息传递的桥梁,地图注记辅助地图符号,对制图要素的名称、种类、性质和数量特征等进行了标识和说明,是地图不可或缺的组成部分。曲线、文字编辑功能极强的CorelDRAW软件颇受制图人员青睐,尤其在注记配置工作中扮演着重要角色。文章从点、线、面三个角度对地图注记配置进行了理论探析,同时基于CorelDRAW 15.0 Type Library控件和VBA环境进行了二次开发,智能化地实现了点注记的四点定位、线注记的适合路径、封闭面域的构建和自定义面注记的添加,对提高地图制图的效率和美化图面效果具有十分重要的意义。  相似文献   
5.
南羌塘拗陷中侏罗统布曲组结晶白云岩作为盆地最优质的储层是通过埋藏成岩过程中封闭条件下的白云石化作用形成的,岩石所具有的高孔隙度与封闭系统中白云石化反应有关。根据对羌资11井和羌资12井布曲组的岩石结构分类、碳氧同位素组成及温度计算、流体包裹体均一温度等分析结果,可以认为:结晶白云岩碳同位素值分布区间较窄(2. 86‰~4. 27‰),氧同位素值随着白云石晶体变粗(自形程度变差)逐渐偏负(-3. 27‰~-8. 17‰),显著低于保留原始组构的白云岩,表明结晶白云岩碳源来自于先驱灰岩中的碳,其白云石化作用应是在远离大气水的封闭成岩环境中进行;结晶白云岩流体包裹体均一温度主峰值区间为90~140 ℃,且随着白云石晶粒变粗(自形程度变差),均一温度呈升高的趋势,与氧同位素计算温度变化趋势一致,表明白云石化作用过程是在封闭的条件下进行,白云石随地热增温而生长,并非受外来流体的影响。开放系统中的白云石化作用对油气储集空间的形成没有实际意义,而埋藏成岩过程中封闭系统的白云石化是形成南羌塘拗陷优质储层最为重要的成岩机制。  相似文献   
6.
提出多天线基线网单历元模糊度同步解算法,其具体实现步骤为:1)根据宽巷组合模糊度易于固定的优点,采用附加已知基线长度约束法同步解算各基线的宽巷模糊度,得到dm~cm级精度的近似基线分量;2)将解算得到的各近似基线分量作为约束,同步解算各基线的基频模糊度,以获取mm级精度的基线矢量。该方法的关键在于检验各历元宽巷模糊度解算的正确性,以获取可靠的近似基线分量,为解算各基线的基频模糊度提供准确的基线先验信息。由于动态情况下各历元观测信息比较少,单纯依赖ratio检验不可靠,提出结合基线误差、单位权中误差、基线网模糊度闭合环及ratio值等对多组宽巷模糊度进行检验,避免ratio值设置不当导致模糊度检验中发生纳伪和弃真问题。实测数据结果证明,该处理方法使得模糊度解算的成功率提高1%~2%,可以获取移动平台更丰富的导航信息,提高其服务能力。  相似文献   
7.
An improved analytical method to determine the content of 52 major, minor and trace elements in marine geological samples, using a HF-HCl-HNO_3 acid system with a high-pressure closed digestion method(HPCD), is studied by an inductively coupled plasma optical emission spectrometry(ICP-OES) and an inductively coupled plasma mass spectrometry(ICP-MS). The operating parameters of the instruments are optimized, and the optimal analytical parameters are determined. The influences of optical spectrum and mass spectrum interferences, digestion methods and acid systems on the analytical results are investigated. The optimal spectral lines and isotopes are chosen, and internal standard element of rhodium is selected to compensate for matrix effects and analytical signals drifting. Compared with the methods of an electric heating plate digestion and a microwave digestion, a high-pressure closed digestion method is optimized with less acid, complete digestion,less damage for digestion process. The marine geological samples are dissolved completely by a HF-HCl-HNO_3 system, the relative error(RE) for the analytical results are all less than 6.0%. The method detection limits are 2–40μg/g by the ICP-OES, and 6–80 ng/g by ICP-MS. The methods are used to determine the marine sediment reference materials(GBW07309, GBW07311, GBW07313), rock reference materials(GBW07103, GBW07104,GBW07105), and cobalt-rich crust reference materials(GBW07337, GBW07338, GBW07339), the obtained analytical results are in agreement with the certified values, and both of the relative standard deviation(RSD) and the relative error(RE) are less than 6.0%. The analytical method meets the requirements for determining 52 elements contents of bulk marine geological samples.  相似文献   
8.
An exact steady‐state closed‐form solution is presented for coupled flow and deformation of an axisymmetric isotropic homogeneous fluid‐saturated poroelastic layer with a finite radius due to a point sink. The hydromechanical behavior of the poroelastic layer is governed by Biot's consolidation theory. Boundary conditions on the lateral surface are specifically chosen to match the appropriate finite Hankel transforms and simplify the transforms of the governing equations. Ordinary differential equations in the transformed domain are solved, and then the analytical solutions in the physical space for the pore pressure and the displacements are finally obtained by using finite Hankel inversions. The analytical solutions at some special locations such as the top and bottom surfaces, lateral surface, and the symmetrical axis are given and analyzed. And a case study for the consolidation of a water‐saturated soft clay layer due to pumping is conducted. The analytical solution is verified against the finite element solution. Meanwhile, an analysis of coupled hydromechanical behavior is carried out herein. The presented analytical solution is an exact solution to the practical poroelastic problem within an axisymmetric finite layer. It can provide us a better understanding of the poroelastic behavior of the finite layer due to fluid extraction. Besides, it can be applied to calibrate numerical schemes of axisymmetric poroelasticity within finite domains. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   
9.
Recent study indicates that the response of rigid passive piles is dominated by elastic pile–soil interaction and may be estimated using theory for lateral piles. The difference lies in that passive piles normally are associated with a large scatter of the ratio of maximum bending moment over maximum shear force and induce a limiting pressure that is ~1/3 that on laterally loaded piles. This disparity prompts this study. This paper proposes pressure‐based pile–soil models and develops their associated solutions to capture response of rigid piles subjected to soil movement. The impact of soil movement was encapsulated into a power‐law distributed loading over a sliding depth, and load transfer model was adopted to mimic the pile–soil interaction. The solutions are presented in explicit expressions and can be readily obtained. They are capable of capturing responses of model piles in a sliding soil owing to the impact of sliding depth and relative strength between sliding and stable layer on limiting force prior to ultimate state. In comparison with available solutions for ultimate state, this study reveals the 1/3 limiting pressure (of the active piles) on passive piles was induced by elastic interaction. The current models employing distributed pressure for moving soil are more pertinent to passive piles (rather than plastic soil flow). An example calculation against instrumented model piles is provided, which demonstrates the accuracy of the current solutions for design slope stabilising piles. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   
10.
闭合气压系统中心位置指数的计算方案   总被引:1,自引:1,他引:0  
王盘兴等在"闭合气压系统环流指数的定义及计算"一文中定义了闭合气压系统的面积指数S、强度指数P和中心位置指数(λc,φc),并给出了它们的计算方案。但其中(λc,φc)的计算方案对低纬系统的计算存在明显误差,误差原因是原方案中的极点球面坐标系不适合低纬系统的计算。本文建立了一套原点位于搜索区Ω中心的新球面坐标系,通过坐标转换实现了低纬闭合气压系统中心位置指数(λc,φc)的准确计算。对7月南亚高压和1月蒙古高压中心位置指数(λc,φc)的实际计算表明,它既消除了低纬系统(南亚高压)(λc,φc)原计算方案的明显误差,又保持了与高纬系统(蒙古高压)(λc,φc)原计算方案计算结果的一致。因此,本文给出了适于计算任意纬度闭合气压系统中心位置指数(λc,φc)的计算方案。  相似文献   
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