Morondava盆地西部侏罗纪断陷盆地构造特征

系统分析了Morondava盆地西部侏罗纪断陷盆地构造特征,实可分为东部断陷带、中部断裂构造带和西部侏罗系残留斜坡带,可能存在有断鼻型、背斜型、地层剥蚀尖灭型、断块型、古潜山及岩性圈闭。     

基于卡滞响应的翼面偏转自动切换技术

为了验证水陆两栖飞机结构对CCAR-25-R4部25.305,25.307条款要求的符合性,要求当全机加载到限制载荷时,需要在规定时间内一次性获取活动翼面的最大正负偏角。针对此问题,提出了基于卡滞响应的翼面偏转自动切换技术,并将该方法应用于大型灭火/水上救援水陆两栖飞机稳定俯仰2.5 g工况限制载荷静力试验中,顺利完成了试验。试验结果表明,该方法是可行和有效的,同时为后续试验提供技术支撑。     

Kernel-based fourth-order diffusion for image noise removal

The fourth-order partial differential equations have good performance on noise smoothing and edge preservation without creating blocky effects on smooth regions. However, for low signal-to-noise ratio images, the discrimination between edges and noise is a challenging problem. A novel kernel-based fourth-order diffusion is proposed in this paper. It introduces a kernelized gradient operator in the fourth-order diffusion process, which leads to more effective noise removal capability. Experiment results show that this method outperforms several previous anisotropic diffusion methods for noise removal and edge preservation.     

一种快速测定重油密度的方法

以四种不同的重油为研究对象,采用标准方法与探索实验法分别对重油密度进行测定,验证探索实验法测定重油密度的可行性。考察了油品加热时间、搅拌方式、固含量等因素对重油密度测定的影响。结果表明:在仪器准确度方面,标油不同温度时密度与给定标准值偏差均很小,试样1高温密度法与GB/T 2013—2010测定值、高温密度法20℃计算值与GB/T 13377—2010测定值偏差均很小;在实验测定影响因素方面,测定试样范围为固含量小于0.41的重质油。使用探索实验法测定重质油密度比现有国标方法更为快速,准确度及精密度更高。     

影响重油加氢催化剂强度因素的探讨

考察在制备重油加氢催化剂时,挤条成型过程中各因素对重油加氢催化剂强度的影响。结果表明,物料中水粉比过高或过低均使催化剂强度下降,催化剂强度随着胶溶剂添加量增大而减小;随着混捏时间延长,挤条压力增大,催化剂强度提高。采用适宜条件制备的重油加氢催化剂,并进行小型加氢装置评价,结果表明,在水粉比为(0.35~0.45) mL·g^-1、胶溶剂与拟薄水铝石质量比为0.90~0.95、扩孔剂与拟薄水铝石质量比为0.05~0.1、助挤剂田菁粉与拟薄水铝石质量比为0.05~0.10、焙烧温度为（550~600） ℃、延长混捏时间和提高挤条压力条件下,制备的重油加氢催化剂加氢脱硫率为89%,加氢脱氮率为35%。     

工业化制丙烯生产技术现状及趋势研究

针对全球丙烯及其衍生物需求量不断增长的趋势,工业化制丙烯已越来越受到重视。本文详细介绍了目前工业化制丙烯工艺的各类方法,对其优劣进行深入比较,指明未来发展方向和提出要重点解决的具体问题。     

粗颗粒盐渍土地基掏挖基础抗拔承载模型试验研究

考虑不同粗颗粒盐渍土层状态（结晶、溶蚀）和厚度,通过对粗颗粒盐渍土地基掏挖基础进行抗拔承载模型试验,分析了掏挖基础的抗拔承载特征。研究结果表明,上拔加载过程中地面以基础为中心产生明显隆起现象,逐渐形成以基础为中心的环状和放射状裂缝。地面隆起范围近似呈圆形扩大趋势;上拔位移随距基础中心距离增大而不断减小,上拔位移梯度随荷载增加逐渐增大。荷载-位移曲线呈现出典型的“软化型”特征;结晶状态下基础抗拔承载力随着盐渍土层厚度增加显著增加;结晶状态下基础抗拔承载力显著高于溶蚀状态。粗颗粒盐渍土地基破裂面形态表现为分段直线方程形式;普通粗颗粒土层、结晶状态粗颗粒盐渍土层及溶蚀状态粗颗粒盐渍土层上拔角分别约为32°,34°及18°。     

内置临时横隔墙混凝土封底大型沉箱施工技术研究

结合福建省道201线罗源县碧里至鉴江工程,对大型沉箱施工技术进行总结。通过施工技术的创新有效解决传统沉箱基础施工存在模板支设效率低、沉箱自重大、大型混凝土沉箱养护不佳、封底施工标高难以控制等不足。该技术方案具有较好的经济和社会效益,可推广至类似工程中应用。     

Chemically-speciated on-road PM2.5 motor vehicle emission factors in Hong Kong

PM_2.5 (particle with an aerodynamic diameter less than 2.5 µm) was measured in different microenvironments of Hong Kong (including one urban tunnel, one Hong Kong/Mainland boundary roadside site, two urban roadside sites, and one urban ambient site) in 2003. The concentrations of organic carbon (OC), elemental carbon (EC), water-soluble ions, and up to 40 elements (Na to U) were determined. The average PM_2.5 mass concentrations were 229 ± 90, 129 ± 95, 69 ± 12, 49 ± 18 µg m^− 3 in the urban tunnel, cross boundary roadside, urban roadside, and urban ambient environments, respectively. Carbonaceous particles (sum of organic material [OM] and EC) were the dominant constituents, on average, accounting for ∼ 82% of PM_2.5 emissions in the tunnel, ∼ 70% at the three roadside sites, and ∼ 48% at the ambient site, respectively. The OC/EC ratios were 0.6 ± 0.2 and 0.8 ± 0.1 at the tunnel and roadside sites, respectively, suggesting carbonaceous aerosols were mainly from vehicle exhausts. Higher OC/EC ratio (1.9 ± 0.7) occurred at the ambient site, indicating contributions from secondary organic aerosols. The PM_2.5 emission factor for on-road diesel-fueled vehicles in the urban area of Hong Kong was 257 ± 31 mg veh^− 1 km^− 1, with a composition of ∼ 51% EC, ∼ 26% OC, and ∼ 9% SO₄⁼. The other inorganic ions and elements made up ∼ 11% of the total PM_2.5 emissions. OC composed the largest fraction (∼ 51%) in gasoline and liquid petroleum gas (LPG) emissions, followed by EC (∼ 19%). Diesel engines showed higher emission rates than did gasoline and LPG engines for most pollutants, except for V, Br, Sb, and Ba.     

定型钢模与土牛底模组合现浇箱梁施工技术

结合G2012线营盘水-双塔高速公路YS8合同段工程实际,对定型钢模和土牛底模现浇箱梁施工技术进行总结。通过施工技术的创新有效解决传统现浇箱梁模板施工存在的成本较高,施工速度较慢、影响施工进度,支撑体系设计的安全性、支架及模板的制作安装质量,箱梁模板施工效率较低等缺点。