熔渣的化学统计热力学模型的应用

本文介绍了基于化学统计热力学的熔渣模型，模型考虑到多元氧化物熔体由氧离子与其周围的阳离子组成的“晶胞”构成，并通过化学统计效力学的推导，利用少量的二元氧化物系热力学参数计算复杂的三元及多元氧化物系的热力学性质．利用此模型，计算了钢中生成的氧化物夹杂的成分，计算与实验结果一致．     

Multi-dimensional transient mathematical simulator of blast furnace process based on multi-fluid and kinetic theories

The ironmaking blast furnace is regarded as one of the biggest and most complex industrial reactors, because it includes various materials like gas, lump granular materials, liquids and powders and more than 30 major reactions and phase changes in a single reaction vessel. The mathematical simulator of this process developed in this study used the multi-fluid treatment as its framework, since the motions of these materials were governed by different flow mechanisms. The rates of the interactions among the phases and the chemical reactions were evaluated based on kinetic theories. The model successfully reproduced the fields of velocity, temperature and reaction in the furnace and its validity was confirmed. The simulator was also applied to a novel operation, namely the top gas recycling combined with the carbon-composite iron-ore charging and the waste plastics injection, and the advantages in furnace efficiency and environmental load were quantitatively indicated.     

PH敏感性水凝胶的分子热力学模型

本工作是在非离子凝胶的分子热力学模型基础，引入Ｄｏｎｎａｎ平衡项和大分子离子链的静电排斥项对凝胶自由能的贡献，建立了一个新的离子凝胶的分子热力学模型。该模型在解释离子凝胶的ＰＨ敏感性及其各种影响因素，以及预测ＰＨ溶胀曲线方面都取得了较好的效果。     

The effective diffusivities in porous media with and without nonlinear reactions

The question of whether effective diffusivities in porous materials under reactive and nonreactive conditions are equal is addressed. Previous studies had considered the problem with first-order reactions. We study the issue with two nonlinear reactions—a second-order reaction and one governed by the Michaelis-Menten kinetics. Pore network and continuum models of porous media are utilized to estimate the effective diffusivities under reactive and nonreactive conditions. We show that the two effective diffusivities are significantly different. The difference is due to the heterogeneities of the porous material, and the fluctuations that they cause in the spatially varying local concentrations and diffusivities, and can be as large as a few orders of magnitude. Theoretical analysis of diffusion and reactions in porous media is also presented that supports the results of the simulations. In particular, it is shown that the results of pore network simulations cannot be fitted to the classical continuum equation of diffusion and reaction, and that a more complex continuum equation should be used for this purpose.     

（Nb_yTi_（1－y））C_x单晶体制备及其结构研究

用熔剂法制备了（Ｎｂ＿ｙ．Ｔｉ＿（１－ｙ））Ｃ＿ｒ单晶体，用Ｄｅｂｙｅ照相法及四圆衍射仪对其晶体结构进行了研究。实验结果表明，（Ｎｂ＿ｙＴｉ￣（１－ｙ）Ｃ＿ｘ中存在类似于作化学计量化合物ＴｉＣ＿ｘ及ＮｂＣ＿ｘ的有序一无序转变现象，转变温度随其化学成份改变在１１７５～１２８０Ｋ范围内变化。高温型（Ｎｂ＿ｙＴｉ￣（１－ｙ））Ｃ＿ｘ的晶体结构属ＮａＣｌ型结构，碳空位呈随机分布；低温型（Ｎｂ＿ｙＴｉ￣（１－ｙ））Ｃ＿ｘ的晶体中碳空位呈短程有序分布，可用Ｖ＿６Ｃ＿５晶体结构模型进行描述。     

大潮差河口闸下水流的流动特性分析

福建数座河口水闸发生剧烈淘刷,闸上游和下游的最大冲刷深度达到闸室高度的0.5~1.2倍,且屡修屡毁。有的水闸经多次除险加固后,不得不再花巨资重建。通过数学模型和物理模型揭示了河口水闸下游水位因受东海大潮差海潮影响发生剧烈波动时的变化规律,发现了水闸泄流过程中的间歇性淹没及非常工况甚至出现逆流的独特流动现象,给出了典型日孔流及堰流泄流能力动态变化过程线,分析了消能工变化对闸址水流结构的显著影响,并对水闸水毁修复前后闸下冲刷进行了预测。结果表明:水闸修复前闸下涨急最高水位4.53 m,修复后下降0.67 m,水闸修复后逆流现象减弱。修复后首次水跃位置往上游移动了35 m,平均水跃高度下降47.46%,闸后及二级池末端最大流速2.27 m/s和0.08 m/s,较修复前分别下降了40.58%和96.48%。常遇泄流条件下,水闸的淹没度和泄流能力呈现不断变化的动态过程。当西溪水闸62#先启孔全开,上游保持正常高水位3.2 m,下游为最低潮位-0.72 m时,修复后最大冲刷深度减少64.48%,消能防冲效果十分明显。研究成果对河口水闸安全运行具有一定的参考价值。     

基于TW-SVM预测模型的某堆石坝变形预测分析

为提高监测资料有缺失的大坝变形预测模型精度,采用支持向量机方法建立一种具有小样本、高维、非线性的预测模型,并结合对其重要组成部分核函数的分析应用,提出一种根据结构风险最小化的TW-SVM预测模型。以某堆石坝为例进行研究,利用坝坡垂直位移和水平位移的监测数据,分别采用TW-SVM方法和BP神经网络(NET)方法建立相应预测模型进行比较分析。结果表明:采用TW-SVM方法和NET方法预测的垂直位移最大绝对误差分别为0.58 mm和6.18 mm,最大相对误差分别为270.00%和1 286.22%;采用TW-SVM方法和NET方法预测的水平位移最大绝对误差分别为0.25 mm和14.91 mm,最大相对误差分别为31.25%和1 189.85%;TW-SVM预测模型比NET预测模型更适合于影响因素为时间、水位的小样本预测分析。研究结果为堆石坝变形预测与分析提供参考。     

突扩突跌掺气设施后泄槽底板脉动压力试验研究

有压洞出口后的突扩突跌掺气减蚀设施在水利工程中经常使用。由于水流受边界条件和掺气的影响,其流态和脉动压力往往与普通水槽的情况有很大的不同。通过水工模型试验,对突扩突跌掺气设施后泄槽底板上的脉动压力进行研究,揭示了掺气设施后泄槽底板上不同流动区域的脉动压力特性。从脉动压力的时域过程、均方根值、偏态系数、峰态系数和主频率等多方面得出冲击区、反射区和稳定区脉动压力的特性是不相同的结论。同一流量时,沿流程底板的时均压力都大于脉动压力的均方根值,在冲击区、反射区和稳定区,脉动压力的均方根值分别是同位置时均压力值的约0.5倍、0.6倍和0.7倍。研究成果可为更好地利用突扩突跌掺气设施提供有益的理论和试验依据。     

应力交变下微型土压力计的标定及应用

为了研究土压力计在不同应力状态下的敏感系数,利用镶嵌有微型土压力计的模型桩,按照两种方式设计应力交变加载模式进行标定:(a)从初始零应力状态分级加载—卸载至零;(b)从初始零应力状态加载到应力最大值,分级卸载—加载,逐渐到零应力状态。研究结果表明:初始应力为零的加载曲线线性较好,敏感系数可用线性函数进行拟合;初始应力不为零的加载曲线线性也较好,敏感系数也可用线性函数进行拟合;而卸载曲线包含显著的非线性和滞后效应,此时敏感系数就不是一个固定值,可采用指数曲线来进行拟合。将获取的标定系数应用于水平受荷模型桩的桩身应力分析中,在加载过程中3.5D~5.5D深处桩身应力一直变大,且变化幅度最大。研究成果可为水利工程中板桩、抗滑桩等水平受荷桩桩身截面尺寸及配筋设计提供参考。