凝胶过滤色谱测定高分子量聚乙烯醇分子量和分子量分布

用凝胶过滤色谱对高分子量聚乙烯醇分子量、分子量分布进行剖析。采用Plaquagel-OH色谱柱,0.25mol/LNaNO3,0.01mol/L Na2HPO4-NaH2PO,pH=7的缓冲溶液流动相,流速1ml/min,示差折光检测器,柱温30℃,聚环氧乙烷作标准物。该方法能显著缩短分析时间,提高准确性,可用于对高聚合度聚乙烯醇进行研究和指导生产。     

高水头弧形闸门伸缩式水封的黏弹性仿真计算方法

认为止水材料的蠕变和应力松弛是由于材料参数的变化而引起的，把描述橡胶类材料应变能密度函数中的物理参数假设成与时间有关的黏弹性函数。在此基础上改进材料应力张量与应变张量的关系式，得到了改进的Mooney-Rivlin公式，给出了一种考虑止水材料黏弹性性质的伸缩式水封仿真计算方法。分析得出，止水材料由于受周边结构的限制，材料黏弹性阶段除顶点垂直位移不变，关键结点的其它位移并没有因材料的蠕变而显著变化，材料的蠕变有提高封头顶点接触应力的趋势，不会降低水封的水密性。通过工程实例，给出了140m水头下、封头与面板间隙控制在30mm内的可行并较优的伸缩式水封的断面。     

Efficient Legendre moment computation for grey level images

Legendre orthogonal moments have been widely used in the field of image analysis. Because their computation by a direct method is very time expensive, recent efforts have been devoted to the reduction of computational complexity. Nevertheless, the existing algorithms are mainly focused on binary images. We propose here a new fast method for computing the Legendre moments, which is not only suitable for binary images but also for grey level images. We first establish a recurrence formula of one-dimensional (1D) Legendre moments by using the recursive property of Legendre polynomials. As a result, the 1D Legendre moments of order p, L_p=L_p(0), can be expressed as a linear combination of L_p-1(1) and L_p-2(0). Based on this relationship, the 1D Legendre moments L_p(0) can thus be obtained from the arrays of L₁(a) and L₀(a), where a is an integer number less than p. To further decrease the computation complexity, an algorithm, in which no multiplication is required, is used to compute these quantities. The method is then extended to the calculation of the two-dimensional Legendre moments L_pq. We show that the proposed method is more efficient than the direct method.     

正交试验法于优选白瓷坯料配方中的应用

对长石、石英、龙岩土、莱阳土４种因素各取４个水平，用正交表Ｌ１６（４５）安排１６个试验，分析了这１６个试验产品的吸水率、白度、热稳定性与每种因素各水平之间的关系．得出了白瓷坯料的最佳配方。其中，长石１９，石英２１，龙岩土２１．莱阳土０．     

Engset multi‐rate state‐dependent loss models with QoS guarantee

We consider a single link loss system of quasi‐random input, described by the Engset multirate loss model (EnMLM). Blocked calls may once reattempt to be connected to the system requiring less bandwidth; then the system is described by the single retry model for finite sources (f‐SRM). The EnMLM and the f‐SRM are extended with the single threshold finite source model (f‐STM), where calls may attempt to be connected to the system with less bandwidth requirements, according to the link occupancy, before blocking occurs. We focus on CBP equalization in the EnMLM, f‐SRM and f‐STM, under the bandwidth reservation (BR) policy. For this analysis, we apply two approximate methods, the Roberts' method and the method of reverse transition rates (RTR), which lead to a recursive CBP calculation. We evaluate the accuracy of the above models under the BR policy by comparing the analytical with simulation CBP results, based on the relative approximation errors (RAE). The results are highly satisfactory because they show that the proposed models (formulas) lead to small RAE. Copyright © 2005 John Wiley & Sons, Ltd.     

水平井现场地质导向方法及其应用

为了降低水平井的钻探工程成本，要尽量不钻或少钻导眼井段。根据水平井在钻前准备、深度预测、稳定井斜、水平导入4个阶段的不同作业特点，依据现场施工经验，归纳提出了利用公式法、小导眼法、曲线指示法、扭矩与dc指数法等方法进行地质导向的成功实践。利用这些方法，可以有效地指导现场钻井人员，将钻井轨迹比较准确地导入目的层中。     

螺旋弹簧的非线性理论及实验研究

本文通过对经典的圆柱螺旋弹簧理论的修正,给出了非线性理论解析公式.还通过对螺旋弹簧的精确测量和处理,验证了本文的非线性理论.     

圆柱形螺旋弹簧的简捷计算

将圆柱形螺旋弹簧设计中的部分常用公式组合成一组仅与弹簧指数Ｃ有关的公式，并将Ｃ＝４～１４代入计算而获得一套参数表，由此，可提高圆柱形螺旋弹簧的设计效率。     

An elementary proof of Sylvester’s double sums for subresultants

In 1853 Sylvester stated and proved an elegant formula that expresses the polynomial subresultants in terms of the roots of the input polynomials. Sylvester’s formula was also recently proved by Lascoux and Pragacz using multi-Schur functions and divided differences. In this paper, we provide an elementary proof that uses only basic properties of matrix multiplication and Vandermonde determinants.     

交叉建筑物裹头体型及局部流态水力学研究

南水北调中线工程陶岔-沙河南段干渠穿河交叉建筑物共有11座,试验通过1∶50概化河道模型对交叉建筑物的裹头体形进行研究。首先以黄金河工程为对象,对原设计方案的裹头体形进行了试验,确定抛物线形为推荐体形。又对总干渠与其他河道交叉建筑物的裹头体形进行了分类,拟出了各类交叉建筑物裹头设计的一般原则及相关参数的取值范围。