哈夫曼树的异构部分重复码构造

针对分布式存储系统中数据被访问频率的不同,提出一种基于哈夫曼树的可变重复度的异构部分重复(HVFR)码,将不同访问频率的数据块作为哈夫曼树带有确定权值的叶子节点,构造哈夫曼树并确定数据块的重复度,利用成对平衡设计构造异构部分的重复码,能够提高热数据的并行访问速度和系统存储效率. 性能分析和实验结果表明,与里所码以及简单再生码相比,HVFR码可以显著减少故障节点的修复时间及修复局部性,提高热数据的并行访问速度,达到负载均衡,且计算复杂度低.     

金沙江下游梯级水库汛期分期及汛限水位合理性研究

汛期分期以及分期汛限水位的合理确定,能够较好地协调水库防洪效益与发电效益之间的矛盾,对充分发挥水库的防洪、发电能力,以及提高汛期洪水资源利用率具有重要意义。基于改进的模糊集分析方法并依据金沙江下游乌东德、白鹤滩、溪洛渡、向家坝4个梯级水库入库洪水对其汛期进行分期,通过隶属度与防洪库容的映射关系确定梯级水库分期汛限水位,提出利用跨期选样法对分期结果及汛限水位进行修正。研究结果表明:金沙江下游梯级水库前汛期为6月1日—7月14日,主汛期为7月15日—9月16日,后汛期为9月17日—10月24日,4个梯级水库合理汛限水位分别为962,800,575,374 m。通过不同典型洪水放大的洪水过程检验了分期汛限水位的合理性。研究得到的金沙江下游梯级分期结果及各库分期汛限水位,均能够在满足防洪安全的前提下提高水库发电等经济效益,在一定程度上提高了汛期洪水资源的利用率。     

Effects of polyphosphoric acid (PPA), styrene-butadiene-styrene (SBS), or rock asphalt on the performance of desulfurized rubber modified asphalt

To improve the performance of desulfurized rubber modified asphalt (DRMA), especially its high-temperature performance, three modifiers (including polyphosphoric acid [PPA], styrene-butadiene-styrene [SBS], and rock asphalt) were selected to modify DRMA respectively. The conventional performance, rheological properties, chemical composition, and thermal decomposition were characterized to analyze the performance and modification mechanism of DRMA and its composites. Test results show that, the addition of PPA, SBS, and rock asphalt can all improve the high temperature of DRMA, among which the desulfurized rubber/rock asphalt compound modified asphalt (DRMA-ROCK) has the best high-temperature performance; however, its construction workability, storage stability, and low-temperature performance are poor. In contrast, desulfurized rubber/PPA compound modified asphalt (DRMA-PPA) not only has better high-temperature performance, but also has excellent low-temperature performance, storage stability, and fatigue performance. Fourier infrared spectroscopy (FTIR) test confirms that the modification process of DRMA by these modifiers is chemical modification, and the characteristic peak indexes obtained from FTIR also prove that DRMA-ROCK has better high-temperature performance but poor construction workability from the microscopic point of view. Furthermore, thermogravimetric analysis-differential scanning calorimetry test shows that the addition of rock asphalt improves the thermal stability of DRMA, while PPA and SBS decrease its thermal stability. From the above results, it can be concluded that DRMA-PPA has excellent comprehensive properties.     

无动力处理方式在农村生活污水处理中的应用

论述了北方某镇采用无动力处理技术处理农村生活污水的方法,工艺流程为新型化粪池-人工湿地-氧化塘工艺。运行结果表明,工程出水中污染物日均浓度COD为35~55 mg/L、BOD5为10~20 mg/L、SS为5~18mg/L、氨氮为3~5 mg/L,均能达到《农田灌溉水质标准》(GB 5084-2005)中蔬菜a标准。处理后的出水用于周边农田灌溉,既治理了污染,又节约了资源,是绿色、低碳城镇建设的一个典范,非常适合北方乡镇新农村建设的生活污水处理和利用。     

破碎刚体三角网格模型的断裂面分割

针对基于断裂面匹配的破碎刚体复原,提出了一种分割断裂面的方法。首先,根据相邻三角片法矢的夹角,将碎块外表面以棱边为界限分割成多张曲面;然后,根据曲面法矢的扰动大小和扰动图像,经过二次分割,将曲面区分为原始面和断裂面。实验结果表明,所提方法能够正确快速地提取出形状较复杂碎块的断裂面。     

Epoxy‐functionalized polyhedral oligomeric silsesquioxane/cyanate ester resin organic–inorganic hybrids with enhanced mechanical and thermal properties

A series of cyanate ester resin (CE) based organic–inorganic hybrids containing different contents (0, 5, 10, 15 and 20 wt%) of epoxy‐functionalized polyhedral oligomeric silsesquioxane (POSS‐Ep) were prepared by casting and curing. The hybrid resin systems were studied by the gel time test to evaluate the effect of POSS‐Ep on the curing reactivity of CE. The impact and flexural strengths of the hybrids were investigated. The micromorphological, dynamic mechanical and thermal properties of the hybrids were studied by SEM, dynamic mechanical analysis (DMA) and TGA, respectively. Results showed that POSS‐Ep prolonged the gel time of CE. CE10 containing 10 wt% POSS‐Ep displayed not only the optimum impact strength but the optimum flexural strength. SEM results revealed that the improvement of mechanical properties was attributed to the large amount of tough whirls and fiber‐like pull‐outs observed on the fracture surfaces of CE10. DMA results indicated that POSS‐CE tended to decrease E′ of the hybrids in the glassy state but to increase E′ of the hybrids in the rubbery state. TGA results showed that CE10 also possesses the best thermal stability. The initial temperature of decomposition (T_i) of CE10 is 426 °C, 44 °C higher than that of pristine CE. © 2013 Society of Chemical Industry     

基于NSGA-Ⅱ与熵权TOPSIS法的混杂纤维再生混凝土配合比多目标优化

制备以钢纤维(SF)、塑钢纤维(MPPF)为骨料的高性能道面混杂纤维再生混凝土(HFRAC),研究改善再生混凝土(RAC)强度及耐磨性能,采用响应面法(RSM)中Box-Behnken试验设计方法,以SF体积掺量、MPPF体积掺量和砂率为因素,以HFRAC抗折强度、抗压强度和磨损量为评价指标,建立各评价指标的预测模型,分析各因素对评价指标的影响,并构建基于NSGA-Ⅱ耦合熵权TOPSIS法的HFRAC配合比优选模型,确定综合性能最优时的配合比方案。结果表明:在试验范围内各评价指标的响应面模型拟合效果良好,预测精度高;各评价指标不仅受单因素影响,而且受因素间交互作用影响,SF体积掺量与MPPF体积掺量交互作用对抗折强度、抗压强度影响极显著,对磨损量影响显著,MPPF体积掺量与砂率交互作用对抗折强度影响显著;当SF体积掺量为1.39%、MPPF体积掺量为0.97%、砂率为36.10%时,HFRAC综合性能最优。该方法能够实现HFRAC性能的综合改善,可为HFRAC在道路工程中的推广应用提供一定理论依据和技术支撑。     

混杂纤维增强高强混凝土性能研究

为研究钢纤维、聚乙烯醇纤维混杂比例对高强混凝土性能的影响,通过合理设计坍落度试验、力学强度试验、收缩试验、抗裂试验、抗氯离子侵蚀试验,对比评价了纤维混杂比例对高强混凝土工作性、抗折强度、收缩性、抗裂性能以及氯离子渗透系数的影响。结果表明,钢纤维和聚乙烯醇纤维降低了新拌混合物的工作性。与单掺纤维相比,混杂纤维对高强混凝土力学性能改善效果不明显,但可明显改善混凝土抗裂性能,开裂面积抑制率最大为95.8%,同时能使高强混凝土收缩率和氯离子分别降低27.7%和66.5%,明显提高高强混凝土的耐久性能。通过扫描电镜试验分析探讨了纤维增强混凝土的作用机理,结果表明混杂纤维对基体内部结构的改善实现了对混凝土宏观性能的提升,最终推荐采用0.75%(体积分数)钢纤维和0.25%(体积分数)聚乙烯醇纤维。     

天然气水合物含油气系统研究现状与展望

运用天然气水合物含油气系统理论,对天然气形成、分解这一复杂动态物理化学过程的研究进展进行了论述,分析了天然气水合物含油气系统的研究进展、存在问题和发展趋势,得到以下结论:大多数天然气水合物气源与生物降解密切相关;影响天然气水合物温度-压力临界曲线的主要因素为天然气、孔隙水的组分,地温梯度和冻土厚度不改变天然气水合物温度...     

岩石隧道塑性位移新解

 在统一强度理论和弹脆塑性模型的基础上,考虑塑性区围岩弹性模量的变化、中间主应力效应、围岩应变软化和剪胀等影响,推导了深埋圆形岩石隧道塑性位移新解。文中的隧道位移新解具有广泛的理论意义,可根据具体工程实际情况,进行多种合理选择。经工程算例分析可知,由塑性区半径相关的弹性模量计算得到的位移处于上、下限之间,反映了隧道开挖卸荷扰动影响的距离变化,更符合隧道变形真实情况,并得出统一强度理论参数和剪胀特性参数对塑性区位移的影响规律。研究结果表明：隧道塑性区位移受中间主应力、围岩剪胀特性和塑性区弹性模量的影响显著,三者相互影响,共同作用。