水发汗冷却控制模型解的稳定性

本文研究了带活动边界的水发汗控制系统解对初边值条件及控制参数的连续依赖性 ,稳定性 .     

发汗冷却控制系统最优控制元的存在唯一性

通过应用泛函分析中一个重要的Mazur定理,证出了水发汗冷却控制系统在自反的Banach空间中的最优控制元的存在唯一性。     

一类Stefan问题的适定性

本文讨论在烧蚀缓慢的情况下发汗控制微分方程并证明了其解的适定性。     

发汗冷却系统的控制及其特性*

本文给出热层三维发汗冷却控制系统的数学模型.在一般情形下,它是一个可变域上分布参数和集中参数混合的非线性控制系统.本文指出:在冷却剂渗流是一维不可压缩的(或一维定常的)条件下,热层的传热和烧蚀问题可以单独求解.针对热防护层的表面烧蚀问题,本文讨论了系统控制方案,阐明简化的条件,研究了一维发汗冷却系统点控制的特性,给出了冷却剂无相变和有相变两种情形的平衡状态解.     

发汗冷却控制系统的参数辨识问题

研究发汗冷却控制系统中气动加热热流密度的参数辨识问题．证明了该参数辨识的存在及唯一性,给出了参数辨识所满足的充分必要条件,最后,根据得到的充分必要条件,尝试直接构造极小化序列,进而给出该系统参数辨识的算法．     

多层介质的发汗冷却自适应控制

针对一维固定边界复合介质发汗冷却系统的自适应控制问题 ;给出了一个根据实际观测 .基于对气动加热面边界热流密度的估算 ,由热平衡方程及热阻滞函数的特征确定控制输入的自校正控制方法 .理论和数据试验显示 ,对时变的热流及未知的热阻滞函数 ,此方法可以取得很好的控制效果 .     

一类活动边界域上分布参数的非线性控制系统

本文导出一类活动边界域上分布参数的非线性控制系统，其背景是热防护中的发汗冷却系统．这类系统有第三类边界条件；有活动的外边界，在域内还可以有活动的弱间断面；控制变量一般出现在边界条件中，在特殊条件下还同时出现在方程中．本文从理论上分析了系统的基本特征，提出系统控制的两类模式，研究其数值模拟方法，讨论了系统的开环控制和闭环反馈控制，给出数值结果，并从计算机仿真证明了一维系统的适定性、稳定性、可测性和可控性．     

一种新的变域传热问题的边界条件

回顾古典热传导方程建立的假设条件的基础上,分析了热层材料由于表面烧蚀而引起的传热区域内部的热漏现象.基于能量守恒原理,利用有限元分析法推导出变域热传导方程,并得到了热漏函数的表达式,提出了变域传热问题边界条件的改进形式.为了检验这种边界条件的合理性,利用Crank-Nicholson法对此数学模型进行空间和时间离散化,并进行了数值仿真求解.仿真结果证实,基于边界条件改进形式的数学模型使计算更方便,结果更符合实际,从而为工程应用提供理论分析的依据.同时,该数学模型也为研究动边界发汗冷却控制问题奠定了理论研究的基础.     

栅格翼空化干扰水动力建模研究

对水下超空泡栅格翼水动力进行了研究.分析了叶片数、叶片间距、叶片厚度、叶片攻角和空化数对栅格翼水动力的影响.揭示了叶片间隙中的空泡流动对水动力的干扰机理.建立了超空泡栅格翼水动力数学模型,并用实验结果进行了验证.最后基于模型解释了实验中发现的栅格翼水动力变化规律.     

城市水供需系统投资的鲁棒控制

针对城市水需求具有增长性和周期性的情形,建立城市水供需系统投资的离散时间控制模型.由于城市水管理系统参数估计值可能具有不确定性和时变性,为使此情形下仍能有效满足城市水需求,利用内模原理设计了系统补偿器,并证明了其可行性,然后利用补偿器对系统实施鲁棒控制.在预测城市水需求的基础上,通过合理控制城市水供给的投资,使城市的剩余供水能力逐渐准确逼近给定目标值,且系统具有鲁棒性.     

Turbulent Poiseuille flow with near-critical wall transpiration

An incompressible, pressure-driven, fully developed turbulent flow between two parallel walls, with an extra constant transverse velocity component, is considered. A closure condition is formulated, which relates the shear stress with the first and the second derivatives of the longitudinal mean velocity. The closure condition is derived without invoking any special hypotheses on the nature of turbulent motion, only taking advantage of the fact that the flow depends on a finite number of governing parameters. By virtue of the closure condition, the momentum equation is reduced to the boundary-value problem for a second-order differential equation, which is solved by the method of matched asymptotic expansions at high values of the logarithm of the Reynolds number based on the friction velocity. The case of near-critical transpiration, when the shear stress at the injection wall vanishes, is considered. It is shown that the maximum point on the mean velocity profile lies in a thin sublayer near the suction wall in this case. A formula for the position of the maximum point as a function of the transpiration factor is obtained. The mean velocity profiles near the suction wall are calculated. A friction law for Poiseuille flow with near-critical transpiration is found, which makes it possible to describe the relation between the shear stress at the wall, the Reynolds number, and the transpiration velocity by a single function of one variable. Direct numerical simulation of the flow for some transpiration factors is performed. (© 2010 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

Asymptotic study of turbulent Poiseuille flow with wall transpiration

An incompressible, pressure–driven, fully developed turbulent flow between two parallel walls, with an extra constant transverse velocity component, is considered. A closure condition is formulated, which relates the shear stress to the first and second derivatives of the longitudinal mean velocity. The closure condition is derived without invoking any special hypotheses on the nature of turbulent motion, only taking advantage of the fact that the flow depends on a finite number of governing parameters. By virtue of the closure condition, the momentum equation is reduced to the boundary–value problem for a second–order differential equation, which is solved by the method of matched asymptotic expansions at high values of the logarithm of the Reynolds number based on the friction velocity. A limiting transpiration velocity is obtained, such that the shear stress at the injection wall vanishes, while the maximum point on the velocity profile approaches the suction wall. In this case, a sublayer near the suction wall appears where the mean velocity is proportional to the square root of the distance from the wall. A friction law for Poiseuille flow with transpiration is found, which makes it possible to describe the relation between the wall shear stress, the Reynolds number, and the transpiration velocity by a function of one variable. A velocity defect law, which generalizes the classical law for the core region in a channel with impermeable walls to the case of transpiration, is also established. In similarity variables, the mean velocity profiles across the whole channel width outside viscous sublayers can be described by a one–parameter family of curves. (© 2008 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)     

调水工程线路方案优选的灰色系统模型及其应用

调水工程为解决区域间水资源分布不均衡问题提供了一种有效途径 .调水工程线路方案的优选问题涉及社会、经济、环境、技术等多方面的因素 ,是一个复杂的多目标决策问题 .本文建立了其评价指标体系 ,应用 AHP法和信息熵方法相结合确定评价指标权重 ,建立了调水工程线路方案优选的灰色系统评价模型 .算例显示方法的有效性 .     

核动力系统可靠性Monte Carlo仿真与GO法建模比较分析

根据船用反应堆设备冷却水系统的原理和运行特点,基于Monte Carlo仿真和GO法原理计算了设备冷却水系统随时间变化的可用性.分析结果表明,Monte Carlo仿真可对大量历史样本进行计算,快速方便地得到在长时间区间内设备冷却水系统可用性与时间的关系,并且可以得出计算结果的PRSD(相对标准方差百分比)及考虑其置信区间时的包络线,方法具有较高的仿真精度,能够更加精确客观地反应设备冷却水系统的可靠性,进一步推动了Monte Carlo仿真技术在核动力系统可靠性分析中的应用和发展.     

市场经济体制下水资源管理形式探讨

水资源管理是一个动态、多层次、复杂的系统工程。文章分析了传统的水资源管理体制存在的弊端,着重探讨了社会主义市场经济体制下应该采取的水资源管理办法,旨在促进水资源的可持续利用及国民经济和社会的可持续发展。     

Numerical study of porous channel flow in a rotating system by a homotopy method

Problems in lubrication, transpiration cooling, dialysis, gaseous diffusion processes, subterranean rivers fed by porous bedrock, and flow under the polar icecap are examples of porous channel flow in a rotating system. Using similarity equations the Navier-Stokes equations reduce to a 10th order two-point boundary value problem. For certain parameter ranges this problem is very difficult and is not amenable to simple shooting techniques or classical locally convergent iterative methods. A recently developed globally convergent homotopy algorithm is applied to the boundary value problem, and numerical results are reported for a wide range of parameter values.