南四湖水质空间分布特征分析与改善效果评估

根据南四湖2006年、2007年、2010年和2011年4次90个采样点的水质空间分布监测数据,采用Surfer 8.0软件绘制南四湖水质空间分布等值线图,进行南四湖及分湖区水质指标的综合比较分析和平均综合污染指数的计算与污染控制效果评估。结果表明:南四湖COD、NH3-N、TP、TN和CODMn等指标的空间分布具有北高南低的非均一性特点;2010—2011年比2006—2007年枯水期各水质指标的平均浓度下降率为38.3%,整体提高了1～2个水质类别;按GB 3838—2002《地表水环境质量标准》中Ⅲ类标准相应的平均综合污染指数进行评价,达标和基本达标湖区的比例达到63.3%;2010—2011年枯水期南四湖主要污染物分担率由大到小排序依次为TP、COD、TN、CODMn、NH3-N;水质平均综合污染指数与电导率存在很好的相关性和北高南低的污染特点,说明南四湖水污染物仍然以外源排放为主。     

Degradation mechanism of lacquered tinplate in energy drink by in-situ EIS and EN

The corrosion process of phenolic epoxy coated tinplate in energy drink was investigated by in-situ electrochemical impedance spectroscopy(EIS) and electrochemical noise(EN) techniques. The experimental results indicate that the degradation process of novolac epoxy coated tinplate in energy drink can be divided into three main stages: organic coating wetted by the beverage; corrosion initiation beneath the organic coating; and corrosion extension process. It was proposed that the tin coating and carbon steel were mainly corroded by organic acids in energy drink through the pores of the organic coating. After the tin coating was corroded, the carbon steel started to corrode due to its higher electrochemical activity and became to be the dominated corrosion reaction.     

Gabor 滤波器参数设置

利用Gabor滤波器进行特征提取时,不同的Gabor滤波器参数所提取的特征具有不同的特点,首先从理论上分析了Gabor滤波器不同的时域（频域）窗口尺寸、不同的Gabor滤波器方向对所提取特征的影响;然后分析不同Gabor滤波器模板尺寸对所提取特征的影响;最后利用CAS-PEAL-R1人脸库进行仿真实验.     

一种刀片式服务器测试系统的设计

为了提高服务器板卡的生产效率,准确高效地测试板卡性能,设计了一套针对刀片式服务器主板的自动化测试系统,实现对主板的BIOS、BMC、SAS控制器等模块的功能测试.该系统通过一款电源接口板连接被测刀片主板和测试机;使用VB语言编写测试机程序,完成测试数据的实时显示;建立数据库,采用ADO技术建立应用程序与数据库的连接,实现测试记录的自动保存和选择查询,并可将测试结果的报表打印输出.实际应用表明,该测试系统运行良好,满足服务器板卡的各项测试要求.     

Effect of lubricants on warm compaction process of Cu-based composite

The use of lubricant is the key of warm compaction technology. Because of admixed different lubricants, the optimal parameters of warm compaction process were also different. This paper investigated the effect of two kind of lubricants (zinc stearate and polystyrene) on the parameters of warm compaction process by compared properties of Cu-based composite. It was shown that with the rise of compacting pressure, the density and hardness of the Cu-based composite increased, but the resistivity and gaining weight reduced. With increasing compacting temperature, the density and hardness first increased and then decreased, but the trend of resistivity and gaining weight just reversed. For the samples admixed zinc stearate (ZS), the optimal admixed concentration was 0.4 wt%, and the sample prepared at 120 °C and 650 MPa had the highest density and hardness, the lowest resistivity and gaining weight. For the samples admixed polystyrene (PS), these parameters were 0.7 wt%, 140 °C and 650 MPa, respectively. The properties of samples admixed PS were superior to that of admixed ZS.     

A multi-factor comprehensive risk assessment method of karst tunnels and its engineering application

Bulletin of Engineering Geology and the Environment - The tunnel collapse, a large deformation of surrounding rock, water and mud inrush are the main geological disasters in the process of tunnel...     

压电陶瓷表面硅钙复合膜的制备与表征

采用溶胶-凝胶法制备了硅钙复合溶胶，并在压电陶瓷表面制备硅钙复合膜，以改善水泥基压电陶瓷复合材料界面。确定了溶胶配比，研究了陈化、低温热处理和硅烷偶联剂对覆硅钙复合膜压电陶瓷接触角、压电和介电性能的影响。结果表明，硅钙复合溶胶中Ca与Si摩尔比>0.2时不利于成膜；提高陈化温度和延长陈化时间可明显减小硅钙复合膜的接触角；硅钙复合膜层数最佳为3层，烧结温度不大于160℃；加入微量硅烷偶联剂可有效改善膜层开裂。制备的硅钙复合膜接触角最小为27°，亲水性好。      

On Dimensions of Linear Discrete Dimension-unbounded Systems

This letter investigates the variance of state dimensions of linear discrete dimension-unbounded systems, which are a class of cross-dimensional systems. First, the dimensional relationship of states, initial values and system matrices of some special cases is discussed. Then, for the general case, to directly calculate the transition time and state dimensions after the transition time, an algorithm is established on the basis of the iterative time, dimensions of initial values and system matrices. Finally, there is an illustrative example to show the effectiveness of these obtained results.

     

扬州瘦西湖隧道湖东段基坑工程设计与实测分析

扬州瘦西湖隧道湖东段基坑全长580 m,宽度10.2～22.6 m,深度1.24～25.9 m,是典型的狭长且深度差异大的基坑工程。本工程作为扬州市重点城市规划项目,工期紧张,工程造价控制严格。针对基坑特点及周边环境特点,随着基坑深度的增加,依次采用地下连续墙、钻孔灌注桩+止水帷幕、SMW工法桩、水泥土搅拌桩挡墙、放坡作为围护结构形式,结合水平内支撑体系,达到了较好的支护效果。基坑工程支护系统设计方案的顺利实施为保证基坑安全、节省工程造价及实现预定的工期目标创造了有利条件。