Studies on electrospray mass spectrometry of some narcotic drugs

Using electrospray ionization (ESI) and tandem mass spectrometry techniques, the protonic positions in protonated molecular ions of some narcotic drugs were studied, The data of ESI/MSn experiments of morphine and deuterium-loaded morphine were first discussed. The protonic position was considered to locate on oxygen atom of cyclic ether in morphine molecular, Compared with the same and different: ions among morphine, codeine, acetylcodeine and dihydrocodeine, the protonic positions in protonated molecular ions of these compounds were further determined. The fragmentation mechanism of morphine in ESI/MSn: experiments was also repored in the paper, and there were similar dehydrolysis mechanism in gas phase or in liquid phase for morphine.

潮波模型的优化开边界方法研究

数值模式是潮波研究的一种有利手段，但在研究中会面临各种具体问题，包括开边界条件的确定、底摩擦系数和耗散系数的选取等。数据同化是解决这些问题的一种途径，即利用有限数量的潮汐观测资料对潮波进行最优估计，其根本目的是迫使模型预报值逼近观测值，使模式不要偏离实际情况太远。本文采用了一种优化开边界方法，沿着数值模型的开边界优化潮汐水位信息，目的是设法使数值解在动力约束的意义下接近观测值，获得研究区域的潮汐结果。边界值由指定优化问题的解来定，以提高模拟区域的潮汐精度，最优问题的解是基于通过开边界的能量通量的变化，处理开边界处的观测值与计算值之差的最小化。这里提供了辐射型边界条件，由Reid 和Bodine（本文简称为RB）推导，我们将采用的优化后的RB方法（称为ORB）是优化开边界的特殊情况。 本文对理想矩形海域（ E- E， N- N， 分辨率 ）进行了潮波模拟，有东部开边界，模式采用ECOM3D模式。对数据结果的误差分析采用，振幅平均偏差，平均绝对偏差，平均相对误差和均方根偏差四个值来衡量模拟结果的好坏程度。 需要优化入开边界的解析潮汐值本文采用的解析解由方国洪《海湾的潮汐与潮流》（1966年）方法提供，为验证本文所做的解析解和方文的一致，本文做了其第一个例子的关键值a,b,z,结果与其结果吻合的相当好。但略有差别，分析的可能原因是两法在具体迭代方案和计算机保留小数上有区别造成微小误差。另外，我们取m=20，得到更精确的数值，我们发现对前十项的各项参数值，取m=10,m=20各项参数略有改进。当然我们可以获得m更大的各项参数值。 同时为了检验解析解的正确性讨论m和l变化对边界值的影响，结果指出，增大m，m=20时，u的模最大在本身u1或u2的模的6%；m=100时，u的模最大在本身u1或u2的模的4%；m再增大，m=1000时，u的模最大在本身u1或u2的模的4%，改变不大。当l<1时， =0处u的模最大为2。当l=1时， =0处u的模最大为0.1，当l>1时，l越大，u的模越小，当l=10时，u的模最大为0.001，可以认为为0。 为检验该优化方法的应用情况，我们对理想矩形区域进行模拟，首先将本文所采用的优化开边界方法应用于30m的情况，在开边界优化入开边界得出模式解，所得模拟结果与解析解吻合得相当好，该模式解和解析解在整个区域上，振幅平均绝对偏差为9.9cm,相位平均绝对偏差只有4.0 ，均方根偏差只有13.3cm，说明该优化方法在潮波模型中有效。 为验证该优化方法在各种条件下的模拟结果情况，在下面我们做了三类敏感性试验： 第一类试验：为证明在开边界上使用优化方法相比于没有采用优化方法的模拟解更接近于解析解，我们来比较ORB条件与RB条件的优劣，我们模拟用了两个不同的摩擦系数，k分别为：0,0.00006。 结果显示，针对不同摩擦系数，显示在开边界上使用ORB条件的解比使用RB条件的解无论是振幅还是相位都有显著改善，两个试验均方根偏差优化程度分别为84.3%，83.7%。说明在开边界上使用优化方法相比于没有采用优化方法的模拟解更接近于解析解，大大提高了模拟水平。上述的两个试验得出， k=0.00006优化结果比k=0的好。 第二类试验，使用ORB条件确定优化开边界情况下，在东西边界加入出入流的情况，流考虑线性和非线性情况，结果显示，加入流的情况，潮汐模拟的效果降低不少，流为1Sv的情况要比5Sv的情况均方根偏差相差20cm,而不加流的情况只有0.2cm。线性流和非线性流情况两者模式解相差不大，振幅，相位各项指数都相近, 说明流的线性与否对结果影响不大。 第三类试验，不仅在开边界使用ORB条件，在模式内部也使用ORB条件，比较了内部优化和不优化情况与解析解的偏差。结果显示，选用不同的k,振幅都能得到很好的模拟，而相位相对较差。另外，在内部优化的情况下，考虑不同的k的模式解， 我们选用了与解析解相近的6个模式解的k,结果显示，不同的k,振幅都能得到很好的模拟，而相位较差。 总之，在开边界使用ORB条件比使用RB条件好，振幅相位都有大幅度改进，在加入出入流情况下，流的大小对模拟结果有影响，但线形流和非线性流差别不大。内部优化的结果显示，模式采用不同的k都能很好模拟解析解的振幅。

机器人系统的故障预测技术研究

文章针对机器人系统维护特点,提出将故障预测与健康管理(PHM)技术应用到机器人系统的维护上。论述了PHM关键技术——故障预测技术的特点和研究内容。对故障预测技术进行分类和分析,总结出各种预测方法的特点。最后提出了基于统计过程控制(SPC)进行故障预测的方法,并阐述了进一步研究可能遇到的问题。

非结构环境下的自适应目标边缘提取方法

深入分析了经典的Canny边缘检测算法,针对其在参数确定的自主能力不高的问题,提出一种新的基于大津法和统计理论的自适应边缘提取方法,通过对一组参数进行了统计优化,自适应地确定边缘检测的全局最优参数。实验结果表明本文提出的非结构环境下目标自适应边缘提取方法能够有效地抑制噪声,自适应地确定最优边缘提取参数,提高了边缘定位精度。最后,通过实验表明,本文提出的方法在环境信息未知月球探测应用中具有较高边缘检测性能。

ARM处理器在AFM纳米操作系统中的应用

文章介绍了在原子力显微镜(AFM)纳米操作系统中ARM处理器的应用及开发,在此基础上搭建了具有3D力反馈的纳米操作系统。结合AFM纳米操作系统的实时性问题,进行了ARM开发板的系统软件架构和PSD(四象限光电检测器)信号的PID控制结果的分析,使纳米操作系统在实时性和成像的质量等方面都得到相应改进。

反水雷与UxV

反水雷作战是一项极其危险的作战任务,而无人作战平台(UxV)的特点决定了其可以降低甚至消除这种危险性,因此在反水雷作战中使用UxV成为必然的发展趋势。本文分析了反水雷作战的特点、各种UxV的特点及其在反水雷作战中的优势,并根据反水雷的需求提出了在UxV中需重点解决的智能控制技术、精确导航与定位技术、传感器及信号处理技术等关键技术。

基于模糊神经网络水下机器人直接自适应控制

提出了基于广义动态模糊神经网络的水下机器人直接自适戍控制方法,该控制方法既不需要预先知道模糊神经结构,也不需要预先的训练阶段,完全通过在线自适应学习算法构建水下机器人的逆动力学模型.首先,本文提出了基于这种网络结构的水下机器人直接自适应控制器,然后,利用Lyapunov稳定理论,证明了基于该控制器的水下机器人控制系统闭环稳定性,最后,采用某水下机器人模型仿真验证了该控制方法的有效性。

机械臂惯性矩阵的并行计算

本文在给出一种非递推形式的逆动力学计算公式的基础上，针对机械臂惯性矩阵的计算提出了一种面向Ｏ（ｎ）个处理器的并行算法，并以ＰＵＭＡ５６０机器人的前３个臂为例进行了计算效率分析

基于OS／2的客户／服务器体系结构

本文阐述了客户／服务器计算的特点，介绍了ＯＳ／２２·１操作系统为客户／服务器计算模式所提供的各类支持。最后，就以ＯＳ／２为操作系统构建客户／服务器结构的可能模式进行了分析与讨论。

CIMS优化排序的度量空间分析法

本文建立了排序的度量空间,并且在该空间上建立了映射概念.在此基础上,应用采样方法,讨论了采样次数与优化的关系,并提出了均匀采样的启发式方法.

PASSIM卷接机组新型电控系统的设计与实现

PASSIM卷接机组原控制系统采用电路板进行逻辑控制,抗干扰性能差,故障率高,造成生产效率降低、原材料消耗增大、维修工作繁重等。为此,设计了一套新型卷接机组电气控制系统。该系统采用PLC进行过程控制,以工控机为上位机完成人机通信,采用交流伺服驱动,并通过高速信号处理专用系统完成重量检测控制及烟支质量检测功能;利用PROFIBUS、CAN及MPI多种总线方式完成各单元间的通讯,实现信号和数据间的传递和共享。改进后的PASSIM机组运行稳定可靠,采样速度快,实时性强,且维修方便。机组的有效作业率由85%左右提高到90%以上,降低了卷烟纸和烟丝等原材料的消耗。

复杂应力环境下断续节理岩体真三轴实验研究及其工程应用

The great deal of joints and faults , existing in the rock mass , are the leading cause of discontinuous rock mass. Structural planes not only destroy the integrality of rock mass, but also lead nonlinearity、heterogeneity、anisotropy and failure mode on mechanical properties of rock mass. Therefore the selection of strength and deformation parameters was very difficult. In practical rock mass engineering, equivalent parameters of rock mass were selected by the method of expert experience and engineering analogy. Based on the fine description of discontinuous joints in the type Ⅳ and Ⅴ rock mass and geological survey datum in situ, models was obtained by generalizing the structure of rock mass by the method of statistical analysis. Model intensity and deformation test were carried out on the true triaxial apparatus. Intermediate principle stress effect, anisotropy and dimension effect of discontinuous rock mass were considered in the model test. 3-D correction to Hoek-Brown empirical criterion was done by analysed the test datum. Detailed works were listed as follows: (1) The factors influenced intensity and deformation of discontinuous joints rock mass were the value of 、continuity, density and included angle of joints and anisotropy of joint plane. True triaxial intensity and deformation tests were carried out by considering above factors. The influence rule was obtained and corresponding relation formulary was established； (2) Based on the true triaxial tests under different stress path and load modes, we obtain intensity and deformation rule of rock mass； (3) Based on a great deal of true triaxial tests and other test datum, correction to the Hoek-Brown empirical criterion was done in the chapter 4. The intermediate principle stress was considered in the corrected formulary. It indicated that the formulary was applicable under a certain condition. In addition, the yield plane form of corrected Hoek-Brown empirical criterion under principle stress space was described in the paper. And the question of corner of yield plane was discussed； (4) Based on the single discontinuity theory, the three-dimensional intensity formulary of discontinuous joint rock mass was established. Correction to the intensity formulary was done considering intermediate principle stress effect. We may obtain the conclusion that the intensity of the discontinuous joint rock mass was influenced on compositive factors. They were 、 、continuity、internal frictional angle and cohesiveness of joint plane and rock； (5) The results of the true triaxial model test was applied into parameters evaluation of dam foundation rock mass of JinPing hydropower station. For there were abundant ophicalcite in the dam foundation, the interval of intensity and formation parameters influenced on continuity were determined based on test datum. (6) Especial mould for prismatic jointing model was designed. True triaxial intensity and deformation tests by Basalt with prismatic jointing were carried out. The influence of intermediate principle stress, stress path, anisotropy effect and dimensional effect to intensity and deformation was discussed in the chapter 6. The work of (3)、(4)、(6) was significative supplement and innovation to current test and theory.

预应力结构抗滑桩设计计算方法及其在滑坡治理中的应用研究

Landslide is a kind of serious geological hazards and its damage is very great. In recent years, landslides become more and more frequent along with increase of scale of engineering constructions and cause greater loss. Consequently, how to protect landslides has become important research subject in the engineering field. This paper improves the method how to compute landslide thrust and solves the irrational problem in the design of piles because of the irrational landslide thrust according to the theory and technology of existed anti-slide piles and pre-stressed cable anti-slide piles. Modern pre-stressing technology has been introduced and load balancing method has been used to improve the stressing behavior of anti-slide piles. Anchor cables, anti-slide piles and modern pre-stressing technology have been used to prevention complicated landslide. It is an important base to select values for the landslide thrust. An improved method to calculate design thrust of anti-slide piles has been presented in this paper on the base of residual thrust method by comparing existing methods to select values of landslide thrust in the design of anti-slide piles. In the method, residual landslide thrust behind the anti-slide piles and residual skid resistance before the piles has been analyzed, equitable distribution of residual landslide thrust behind the piles has been realized, and the method to select value of design thrust becomes more reasonable. The pre-stressed cable anti-slide piles are developed from the common anti-slide piles and are common method to prevent landslide. Their principle is that internal force of anti-slide piles is adjusted and size of section is diminished by changing constraint conditions of anti-slide piles. For landslides with deep slip surface and large scale of slopes, limitation of the method appears. Such landslides are in need of long piles and anchor cables which are not only non-economic but also can generate larger deformation and leave potential danger after prevention. For solving the problem, a new kind of anti-slide piles, inner pre-stressing force anti-slide piles, is presented in this paper, and its principle is that an additional force, which is generated in the inner anti-slide piles by arranging pre-stressed reinforcement or tight wire in a certain form in interior of anti-slide piles and stretching the steel reinforcement or tight wire, may balance out the internal force induced by landslide thrust whole or partly (load balancing method). The method will change bending moment which anti-slide piles are not good at bearing into compressive stress which piles are good at bearing, improve stressing performance of anti-slide piles greatly, diminish size of section, and make anti-slide piles not fissured in the natural service or postpone appearance of the fissures, and improve viability of anti-slide piles. Pre-stressed cable anti-slide piles and inner pre-stressing force anti-slide piles go by the general name of pre-stressed structure anti-slide piles in the paper, and their design and calculation method is also analyzed. A new calculation method is provided in the paper for design of anti-slide piles. For pre-stressed structure anti-slide piles, a new computation mode is firstly presented in the paper on the foundation of cantilever piles. In the mode, constraint form of load-bearing section of the anti-slide piles should be confirmed according to reservoir conditions in order to figure out amount of pre-stress of the anchor cables, and internal force should be analyzed for the load-bearing section of pre-stressed structure anti-slide piles so as to confirm anchorage section of anti-slide piles. Pre-stressed cables of the pre-stressed cable anti-slide piles can be arranged as required. This paper analyzes the load-bearing section of single-row and double-row pre-stressed cable anti-slide piles and provides a calculation method for design of the pre-stressed cable anti-slide piles. Inner pre-stressing force anti-slide piles are a new kind of structural style. Their load-bearing section is divided into four computation modes according to whether pre-stressed cables are applied for exterior of the anti-slide piles, and whether single-row or double-row exterior pre-stressed cables are applied. The load balancing method is used to analyze the computation modes for providing a method to design the inner pre-stressing force anti-slide piles rationally. Pre-stressed cable anti-slide piles and inner pre-stressing force anti-slide piles are applied to research on Mahe landfall in Yalong Lenggu hydropower station by the improved method to select value of design thrust of anti-slide piles. A good effect is obtained in the analysis.

旋转轴对称介质中的qP波一阶射线追踪

Elastic anisotropy is a very common phenomenon in the Earth’s interior, especial for sedimentary rock as important gas and oil reservoirs. But in the processing and interpretation of seismic data, it is assumption that the media in the Earth’s interior is completely elastic and isotropic, and then the methods based on isotropy are used to deal with anisotropic seismic data, so it makes the seismic resolution lower and the error on images is caused. The research on seismic wave simulation technology can improve our understanding on the rules of seismic wave propagation in anisotropic media, and it can help us to resolve problems caused by anisotropy of media in the processing and interpretation of seismic data. So researching on weakly anisotropic media with rotated axis of symmetry, we study systematically the rules of seismic wave propagation in this kind of media, simulate the process with numerical calculation, and get the better research results. The first-order ray tracing (FORT) formulas of qP wave derived can adapt to every anisotropic media with arbitrary symmetry. The equations are considerably simpler than the exact ray tracing equations. The equations allow qP waves to be treated independently from qS waves, just as in isotropic media. They simplify considerably in media with higher symmetry anisotropy. In isotropic media, they reduce to the exact ray tracing equations. In contrast to other perturbation techniques used to trace rays in weakly anisotropic media, our approach does not require calculation of reference rays in a reference isotropic medium. The FORT-method rays are obtained directly. They are computationally more effective than standard ray tracing equations. Moreover the second-order travel time corrections formula derived can be used to reduce effectively the travel time error, and improve the accuracy of travel time calculation. The tensor transformation equations of weak-anisotropy parameters in media with rotated axis of symmetry derived from the Bond transformation equations resolve effectively the problems of coordinate transformation caused by the difference between global system of coordinate and local system of coordinate. The calculated weak-anisotropy parameters are completely suitable to the first-order ray tracing used in this paper, and their forms are simpler than those from the Bond transformation. In the numerical simulation on ray tracing, we use the travel time table calculation method that the locations of the grids in the ray beam are determined, then the travel times of the grids are obtained by the reversed distance interpolation. We get better calculation efficiency and accuracy by this method. Finally we verify the validity and adaptability of this method used in this paper with numerical simulations for the rotated TI model with anisotropy of about 8% and the rotated ORTHO model with anisotropy of about 20%. The results indicate that this method has better accuracy for both media with different types and different anisotropic strength. Keywords: weak-anisotropy, numerical simulation, ray tracing equation, travel time, inhomogeneity

复杂碎屑岩储层动、静态参数计算理论与方法研究

Reservoir characterization and reservoir modeling are two key techniques in petroleum exploration and development. They all are based on the reliable static and dynamic properties of the reservoirs, especially the static and dynamic properties of the reservoirs at each borehole. Without the static and dynamic properties of the reservoir, reservoir characterization and reservoir modeling will pass into nothingness. In fact, the static and dynamic properties of the reservoir are needed in every domain and stage of petroleum exploration & development Today, petroleum industry has reached a stage worldwide that most of the simple & large massive reservoirs have been well explored and developed. As a result, oil companies are paying more and more attention to the exploration & development of the complex & middle to small clastic reservoirs (such as low resistivity sandstone reservoirs, low or no resistivity contrast sandstone reservoirs, conglomerate reservoirs, volcanoclastic reservoirs). In the recent years, oil companies inside and outside China are focusing on the exploration and development elastic reservoirs. Most of the theories & methods being applicable for simple clastic reservoirs can not be used in complex clasic reservoirs. Some theories & methods that are not resolved in the case of simple clasic reservoirs become more impossible to be resolved in the case of complex elastic reservoirs. A set of theories & methods being applicable for computing the static and dynamic properties of the complex elastic reservoirs are developed in this paper and they have been put into practice successfully. These theories & methods are developed by integrating multi-subjects such as geology, well logging and reservoir engineering, in which geology is used as direction and modern well logging technology is used as basis and reservoir engineering is used as assistance and computer technology is used as tool. There are three outstanding breakthroughs in this paper: of the low porosity fractured and/or vuggy carbonate/igneous reservoirs too. A set of practical theories and methods of computing the static properties (such as porosity, saturation, lithology and fluid type) & dynamic properties (such as permeability and production rate) of simple clastic reservoirs have been developed with the hard efforts of many petroleum engineers and scientists in the past 70 years. However, only some of the theories & methods being applicable for simple clastic reservoirs can be used in complex clastic reservoirs after little modification because of the complexity of the complex clastic reservoirs. Most of the theories & methods being applicable for simple clastic reservoirs can not be used in complex clasic reservoirs. Some theories & methods that are not resolved in the case of simple clasic reservoirs become more impossible to be resolved in the case of complex clastic reservoirs. A set of theories & methods being applicable for computing the static and dynamic properties of the complex clastic reservoirs are developed in this paper and they have been put into practice successfully. These theories & methods are developed by integrating multi-subjects such as geology, well logging and reservoir engineering, in which geology is used as direction and modern well logging technology is used as basis and reservoir engineering is used as assistance and computer technology is used as tool. There are three outstanding breakthroughs in this paper: