基于热带海洋大气环境下机载PCB板的环境适应性对比研究

目的 通过机载PCB板(Printed Circuit Board,PCB)在热带海洋大气环境下的腐蚀老化特征和电气性能退化规律分析,研究其在热带海洋大气环境下的环境适应性。方法 根据热带海洋大气环境中PCB板的实际使用环境大多为舱室内部封闭或半封闭的情况,分别设计并开展海南万宁海洋平台棚下暴露场和某海域环境户外简易遮蔽玻璃框下3 a的自然环境试验。结果 PCB板的焊点、焊盘、印制导线以及引线头等部位在2种试验环境中均出现了不同程度的腐蚀破坏,试验后期,所有部位的腐蚀程度全部达到了4级,导通电阻从几十毫欧增大至几十兆欧,绝缘电阻从10 GΩ以上降低至几兆欧。结论 在万宁站试验2 a和某海域试验3 a后,PCB板均不满足耐电压的技术要求(500 V交流电压60 s),万宁海洋平台棚下暴露场对PCB板的环境适应性更为严酷。     

相对速率法测氯原子与一系列低碳醇的反应速率常数

在 2 92± 1K温度和 1 0 1× 10 5Pa压力下 ,以丙烷为参照物 ,采用相对速率方法测定了一系列醇与氯原子在气相中的反应速率常数 ,这些醇与氯的反应速率常数分别为 (单位 :10 7m3·mol-1·s-1) :甲醇k1=3 2 9,乙醇k2 =6 14,正丙醇k3=8 97,异丙醇k4 =4 0 0 ,正丁醇k5=11 7,异丁醇k6=12 5 ,叔丁醇k7=2 0 5 ,正戊醇k8=15 8,异戊醇k9=12 3     

基于损伤检测的腐蚀疲劳寿命预测概率模型

建立了飞机结构腐蚀疲劳寿命预测的4阶段概率模型,结合腐蚀疲劳损伤检测结果,通过检测的灵敏度和准确度2个随机变量来描述检测技术的可靠性;建立了检测后的修正腐蚀疲劳寿命预测概率模型,通过对比分析修正前后的腐蚀疲劳寿命分布,得出腐蚀损伤尺寸的检测结果。对腐蚀疲劳寿命的评估影响很大,并且检测技术越可靠,寿命评估越准确。     

泗河水环境容量及最大允许排污量计算

规范了水环境容量的定义和分类,建立了符合泗河水文、水资源特征和水环境状况的河流水环境容量模型,与GIS技术结合构建了适合北方地区的河流水环境容量计算程序和方法;摸清了水功能区-入河排污口-点源排放口的一一对应关系,提出了将水域环境容量转换为陆域点源最大允许排污量的估算方法。计算了泗河在满足水功能区划条件下的水环境容量及最大允许排污量,从而为制定该河流水污染物容量总量控制方案提供了科学依据。     

预腐蚀LY12CZ铝合金的疲劳寿命预测模型

目的研究铝合金预腐蚀疲劳的寿命评估模型。方法利用损伤力学模型,建立预腐蚀构件疲劳寿命预测模型,并利用LY12CZ铝合金进行预腐蚀疲劳的验证性实验。结果利用损伤力学建立的模型所得到的预腐蚀铝合金试件的疲劳寿命与实验结果吻合程度良好。结论基于损伤力学的铝合金预腐蚀疲劳寿命预测模型合理有效。     

某鞋业公司一起不明爆炸事故的分析、处置与预防对策

对某鞋业有限公司发生的一起爆炸事故进行了分析,找出了导致爆炸事故的根源是操作人员不了解氧化剂与易燃、可燃物的混触危险性,将丙酮等有机废料与少量双氧水混合后,形成了对热、撞击、摩擦敏感度非常高的熵炸药（TATP）。处理TATP的最大难点是其敏感性太高,少有不慎,即会发生爆炸,导致人员伤亡事故。特别是打开桶盖过程中,螺纹中可能存有干燥的TATP,桶盖旋转过程中可能发生爆炸。根据TATP和废料的特性,制定了现场存留危险性废料的处置方案并进行了处理,提出了防范该类事故的措施。     

垃圾焚烧炉干法尾气净化处理系统的应用研究

介绍了目前国内垃圾处理情况和有关规定及垃圾焚烧炉干法尾气净化处理的原理、工艺流程及系统构成,并从工艺流程、工艺原理、运行和控制、维护保养、运行成本等方面对垃圾焚烧炉干法尾气净化处理系统和半干法尾气净化处理系统进行了比较.     

Dynamics of the lakes in the middle and lower reaches of the Yangtze River basin, China, since late nineteenth century

The middle and lower reaches of the Yangtze River basin have the most representative and largest concentration of freshwater lakes in China. However, the size and number of these lakes have changed considerably over the past century due to the natural and anthropogenic impact. The lakes, larger than 10 km² in size, were chosen from relief maps and remotely sensed images in 1875, 1950, 1970, 1990, 2000, and 2008 to study the dynamics of lakes in the middle and lower reaches of the Yangtze River basin and to examine the causes and consequences of these changes. Results indicated that there was a dramatic reduction in lake areas, which decreased by 7,841.2 km² (42.64 %) during the study period (1875–2008), and the number of lakes in this region changed moderately. Meanwhile, a large number of lakes in the middle and lower reaches of the Yangtze River basin were directly converted into paddy fields, ponds, building lands, or other land-use types over the study period. Therefore, all kinds of lake reclamation should be identified as the major driving factors for the loss of lake in this region. Furthermore, flooding, soil erosion, and sedimentation were also the main factors which triggered lake changes in different periods. Some wetland conservation and restoration projects have been implemented since the 1970s, but they have not reversed the lake degradation. These findings were of great importance to managers involved in making policy for the conservation of lake ecosystems and the utilization of lake resources.     

Ozonation as an advanced oxidant in treatment of bamboo industry wastewater

The present study employed ozonation process to treat the bamboo industry wastewater (BIWW). The impact of ozone dosage and initial organic concentration on color, COD and TOC removal rates were studied along with characterization of the major organics in raw and treated wastewater. The results suggested the ozone dosage of 3.15 g h⁻¹ (concentration 52.5 mg L⁻¹) was suitable for the treatment. After 25 min ozonation of 1 L raw wastewater, the color, COD and TOC removal efficiencies were 95%, 56% and 40%, respectively, with an influent COD concentration of 835 mg L⁻¹. The ratio of kg O₃ kg⁻¹ COD at 3.15 g h⁻¹ was 2.8 (<3), revealing that ozonation was a cost effective process for tertiary treatment of BIWW. Longer oxidization time was required to achieve similar results for raw wastewater with higher COD concentration. The chromatogram from gel permeation chromatography revealed that ozonation resulted in the breakdown of high molecular weight compounds into lower molecular weight components but could not completely mineralize the organic matter. The majority of these compounds were identified in both raw and ozonated samples via GC-MS analysis. In addition to ester derivatives as the main intermediates of ozonation, 1-chloroctadecane, methyl stearate, benzophenone and α-cyperone were identified as the by-products of ozonation.