动态规划确定化学反应器序列最小占用时间的方法

通过用动态规划给出化学反应器序列最小占用时间的设计方法,提出了一个过程的最优化输出设计,该设计在输出产品浓度给定的条件下建立问题的基本设计量和数学模型,利用动态规划原则确定各阶段的占用时间,使总的占用时间为最小值,能够合理的确定各阶段反应器的体积以取得较好的经济效应.图3,表1,参8.     

城市土地规划的优化方法研究

以多目标决策理论、组合优化理论以及预测科学技术为依据 ,首先建立了土地功能配置模型 ,帮助规划师对各种不同功能土地的片面布置进行分析 ,从而找到最合理的城市土地布局 ;然后以遗传算法作为优化工具 ,对建立的模型进行了优化。     

Banach空间中一类强非线性发展方程的反周期解

本文讨论一类强非线性发展方程的反周期解的存在性。针对一大类既含有单调非线性算子又含有非单调非线性算子的发展方程。我们巧妙地结合单调算子理论与Leray-Schauder不动点理论，证明了其反周期解的存在性。最后，举例说明理论结果在2m阶拟线性抛物型方向的时间反周期问题中的应用。     

核动力装置模拟器就地系统中双机通讯的实现

利用微机软仿真实现模拟器就地系统中仪表的动态实时显示和开关的实时控制，可以节省的大量外部设备，提高系统可扩充性。本文介绍了该技术实现的方法，即服务器与客户机之间数据双向通讯的实现途径。经实践验证，本文的方法是正确、可行的。     

连铸坯角部传热过程的数值模拟

在连铸理论与实践研究的基础上，提出了系数法铸坯角部热通量模型，为准确研究铸坯角部传热、应力和角部缺陷的产生提供了条件。     

液压支架压力变送器的电路设计

分析了液压支架的压力特性并提出对压力变送器的技术要求，阐述了压力传感器的选择和外围电路的设计，对压力变送器的信号调理电路进行了仿真分析。     

基于GM（1，1）模型的某高校招生人数预测

分析了近年来我国高校招生人数的变化趋势，并利用GM（1，1）模型对某高校2008年的招生人数进行了预测．从而为高校招生人数决策提供了依据。     

多档次概率罐子模型估计的渐近性质

对多个处理且试验结果为多档次的临床试验,构建了其概率罐子模型。研究了模型中每个处理试验结果发生的概率。利用极大似然估计方法得到其估计量,并获得此估计量具有渐近正态性。     

改善a-Si太阳电池界面特性的新方法

本文介绍一种用非晶金属硅化物改善a—Sipin太阳电池TCO/p界面特性的新方法.文章中详细讨论了载流子的传输模型并给出了一系列的实验数据.利用这种方法,用单反应室等离子体CVD装置使a—Si电池的短路电流提高了10%以上,并已获得10.6%的转换效率.     

High precision topographic data on Lop Nor basin's Lake "Great Ear" ? and the timing of its becoming a dry salt lake

High precision elevation measurements using DGPS were carried out along three representative tran- sects for the "Great Ear" area, a dry salt lake within the Lop Nor basin. Results indicate that the Lop Nor basin is only 5.2 m deep and its lowest point occurs at the center of the "Great Ear". In addition, the basin is asymmetric - steeper in the southwest (0.19‰) and gentler in the northeast (0.09‰). Points along the same "Great Ear" ring were found to have an identical elevation value, but different when from different ones (lower towards the center). The spacing of the "Great Ear" rings was found to be closely related with the surface steepness. The closer the "Great Ear" rings are spaced, the steeper the ground surface, and vice versa. These findings support the argument that the "Great Ear" rings are the former shoreline trails left behind by Lop Nor water during the last few episodes of recession towards its total dry up. A comprehensive analysis of the high precision elevation data, historical accounts, aerial and satellite photographs and imagery, and official topographic maps of the study area suggests that the "Great Ear" area in the Lop Nor basin was incorrectly mapped as being covered by a great body of water on the 1963 topographic maps. A re-interpretation of the 1958 aerial photographs and newer remote sensing imagery indicated that the "Great Ear" ring structure was already in place in 1958 and it continued to appear on the subsequent remote sensing data without any major changes. It is estimated that lake water in the "Great Ear" area of the Lop Nor basin disappeared between the late 1930s and early 1940s.