基于黑箱方法的压气站运行优化模型研究--管段约束处理方法研究

针对枝状长输天然气管道运行状况，首次提出采用将整个长输管道系统分为压气站系统和管道系统两大类别，然后对两大系统分别进行单独的处理。基于黑箱方法的复杂枝状管网系统压气站运行优化模型，主要包括目标函数和约束条件。在约束条件中，最难以处理的问题之一就是管段的约束，针对复杂枝状输气管网的管段约束条件提出了一种新的处理方法。研究证明：该处理方法易于进行计算机编程实现，体现了结构化的算法思想。     

压裂水平井多裂缝系统的试井分析

压裂水平井技术是实现油气田经济开发的重要手段之一，而试井分析技术是压裂水平井的关键技术。在分析国内外压裂水平井试井模型和试井解释方法发展现状基础上，研究了压裂水平井多裂缝系统试并模型和解释方法，并分析了其压力动态特征。采用解析解与数值解相结合的半解析法构造渗流数学模型，并针对边界复杂情况，在模型中引入裂缝离散化机制。     

Electrotunable Non‐reciprocal Laser Emission from a Liquid‐Crystal Photonic Device

A liquid crystal (LC) photonic device with an anisotropic optical heterojunction structure has been fabricated. The device has a phase‐retarding nematic LC (NLC) layer sandwiched between two polymer cholesteric LC films with right‐handed helices of different pitches. Electrotunable non‐reciprocal light transmittance and unidirectional circularly polarized (CP) lasing emission have been successfully demonstrated for this device structure. Two left CP (LCP) lasing emission peaks are observed at the edges of the overlapping region between the two photonic bands in the structure and are shifted upon the application of a voltage. In contrast, a non‐reciprocal right CP (RCP) lasing emission peak emerges at one of the band edges and diminishes upon the application of a voltage. These phenomena are interpreted based on the selective reflection of RCP light and the reorientation of the NLC molecules by the application of a voltage.     

水库水面蒸发量计算方法的研究

根据水库水面蒸发机制，结合前人研究成果，提出一种新的水库水面蒸发量计算模型，利用不同气候区多站资料确定模型参数，并利用全国各地30多个水库漂浮蒸发站实验资料，对模型进行拟合检验与移用检验，结果表明，该模型的适应性很强，有推广前景。对模型特性较深入的分析说明，该模型较过去常用的几种模型有许多更合理之处。     

基于B/S模式的汽车零件销存管理信息系统的设计与实现

对于采用连锁经营的汽车零件销售企业来说,各经营网点分布在同一城市的不同区域或不同城市,为了在充分利用原有信息和资源的基础上处理好许多中间环节,减少人员工作量,保证企业销存状态良好,提高管理效率,设计了基于B/S模式的汽车零件销存管理信息系统的技术方案,详细讨论系统的功能设计以及实现技术。     

Stability analysis of an adaptive packet access scheme for mobile communication systems with high propagation delays

In this paper, we investigate a packet access scheme that is able to support mixed traffics in the presence of high propagation delays. Referring to a Time‐Code Division Multiple Access air interface, we propose a Medium Access Control (MAC) protocol based on a random access scheme. A successful attempt grants the use of a slot‐code resource. This protocol is named Adaptive Time Code‐Packet Reservation Multiple Access (ATC‐PRMA), since the access parameters are changed, depending on the traffic load conditions, so as to fulfil Quality of Service requirements. Numerical examples are carried out for the Low Earth Orbit (LEO)‐Mobile Satellite System (MSS) scenario, but all these considerations could be applied to High‐Altitude Platform Stations (HAPSs) as well. In both cases, high propagation delays prevent an immediate feedback to users. An analytical approach is proposed to study the stability of our MAC scheme. Accordingly, we define a criterion for optimizing system performance. The predicted ATC‐PRMA behaviour is supported by simulation results. Finally, we show the performance improvement of ATC‐PRMA with respect to a MAC protocol not employing adaptive parameters. Copyright © 2003 John Wiley & Sons, Ltd.     

盘山闸扩建工程水工模型试验研究

辽河干流堤防安全泄量为5000m3/s,盘锦城市防洪工程竣工后,其安全泄量为6800m3/s。而盘山闸的设计泄流能力仅为3000m3/s。通过本模型试验研究进一步确定扩建工程方案的合理性。     

基于模型正演的叠前深度偏移

川西龙门山前缘构造非常复杂，逆掩推覆构造带构造形变强烈，构造幅度大，地层倾角陡，断块发育，波场复杂，速度横向变化大，常规叠后时间偏移处理成像效果较差。文章将地震资料模型正演技术应用到叠前深度偏移，探讨了一种有助于川西龙门山前缘逆掩推覆构造地震资料精确成像技术。先利用已有地震资料解释成果，根据地质任务建立二维地质模型，在此基础上进行射线追踪、模拟出单炮地震记录和自激自收剖面，从而对观测系统的最大炮检距、道间距等参数进行论证的一些实用方法，这些方法对地震资料采集具有很好的指导作用；然后根据这些结果，再比较准确地进行叠前深度偏移的初始速度模型建立，从而达到了复杂地表下复杂构造精确成像的目的。     

An adaptive non‐conforming finite‐element method for Reissner–Mindlin plates

Adaptive algorithms are important tools for efficient finite‐element mesh design. In this paper, an error controlled adaptive mesh‐refining algorithm is proposed for a non‐conforming low‐order finite‐element method for the Reissner–Mindlin plate model. The algorithm is controlled by a reliable and efficient residual‐based a posteriori error estimate, which is robust with respect to the plate's thickness. Numerical evidence for this and the efficiency of the new algorithm is provided in the sense that non‐optimal convergence rates are optimally improved in our numerical experiments. Copyright © 2003 John Wiley & Sons, Ltd.     

一种基于满意度方法的建筑工程索赔决策模型

本文在对索赔问题进行全面系统分析基础上，提出一种索赔主体对索赔事件的不确定性分析模型和决策满意度模型，并进一步讨论了索赔主体优选索赔方案作为索赔报告提出的方法。