全尾砂絮凝沉降参数GA-SVM优化预测模型研究

为了得到经济、高效的絮凝沉降参数,建立GA_SVM预测模型进行优化选择。在优选过程中,以供砂浓度、絮凝剂单耗和絮凝剂添加浓度作为输入因子,以沉降速度作为综合输出因子,通过室内试验,建立训练、验证样本集;建立支持向量机（SVM）回归预测模型,用训练集对模型进行训练,进而以验证集预测值的均方误差作为适应度函数,通过遗传算法（GA）对SVM模型参数进行优化选择,应用优化得到的SVM模型对絮凝沉降参数进行预测、优化。以湖南某铅锌银矿为例,通过建立的GA_SVM模型对全尾砂絮凝沉降参数进行预测,优选出该矿最佳絮凝沉降参数为:供砂浓度20%-25%,絮凝剂单耗8g/t,添加浓度009%。经实验对比,该模型对絮凝沉降参数预测结果的相对误差能控制在5%左右,精确度较高,可以作为絮凝沉降参数优选的一种新思路     

安全生产技术支撑体系建立的研究

为了解决安全生产事故预防和事故处理方面的技术保障问题,加强对安全生产的监督和监察,必须建立各级安全生产技术支撑体系专业中心。建设的目的是围绕加强灾害事故的鉴定分析、灾害预防、安全技术的研究以及直接为国家各级安全生产监管监察机构履行职责提供技术支撑等。就省级企事业中非矿行业的安全生产技术支撑体系的建立作了初步研究,提出自己的观点,为各级工业安全生产技术支撑体系中心的建立提供可参考的依据。     

负载型纳米Fe-Pd降解水溶性偶氮染料

采用阳离子交换树脂表面为载体,合成了负载型纳米Fe-Pd二元复合金属材料,采用扫描电子显微镜(SEM)和能谱分析对该材料进行表征,研究了其对一些水溶性偶氮染料的降解效果.实验表明,该材料对0.05 g.L-1甲基橙、日落黄、酸性橙8、金橙G和活性红2等偶氮染料有较好的降解效果,纳米双金属中Pd含量的增加有利于染料的降解;反应体系初始pH值对染料的降解率影响较大,本研究中,pH 4酸性条件下降解效果最佳;制备的材料在第10次活化后,仍有较好的降解效果;为环境中偶氮染料的降解提供了一种有效的方法.     

巷道超前支护装备的防冲击控制策略研究

针对冲击地压会对巷道超前支护装备产生冲击等不利影响,提出一种基于改进型扰动观测器的控制方法。该方法在常规扰动观测器基础上,增加两个控制器,对理想模型控制器的输出进行动态补偿。使控制器不仅能够对频率较低的外界扰动进行抑制,同时能够对高频的测量噪声干扰进行消除。对其进行数值仿真与模拟实验,结果表明改进后控制方法能够有效降低冲击地压对超前支护装备产生的不利影响。     

巷道蝶叶塑性区顶板冒落特征与层次支护研究

针对巷道蝶叶塑性区顶板破坏深度大、变形剧烈、冒顶事故频发等问题,综合现场调研、理论分析、数值模拟等方法,考虑巷道顶板不同服务阶段的变形破坏特点,研究分析了巷道顶板破坏失稳机理和不同层位顶板的控制要点,提出了以冒顶控制为主的顶板层次控制技术,阐明了辅助支护材料、普通长度锚杆、接长锚杆、长锚索对不同层位顶板的层次控制原理。据此,在保德矿81306工作面回采巷道蝶叶塑性区顶板进行了层次支护设计,并进行了顶板下沉量和接长锚杆支护力监测,结果表明:以冒顶控制为主的巷道顶板层次支护体系较好的维护了顶板整体稳定,保证了巷道安全与正常服务。     

The Moderating Role of Hardiness and Social Support in the Relation Between Job Stressors and Well-Being. A Lesson From a Clerical Women Sample

The study concerns the moderating role of two variables—hardiness and social support—in the relation between job stressors and well-being. It was checked if there is a connection between hardiness and social support, and if these variables are directly related to the level of well-being. It was also hypothesized that hardiness and social support buffer the negative influence of stressors on well-being. The fact that social support and well-being are multidimensional variables was taken into account.

The cross-sectional study was conducted on a group of 200 women employed as office workers. The results showed that hardiness correlates with the indexes of emotional support as well as practical support coming from supervisors. The connection, however, was not strong. Hardiness and social support were directly connected with the level of well-being. Interaction of these two independent variables played a marginal role. As far as the buffering role of these variables was concerned, the results have shown that hardiness did not play a buffering role and social support did to a limited degree only.

The results of the study proved that it is justifiable to treat social support and well-being as multidimensional variables.     

Approaches to developing risk management objectives: an analysis of international strategies

Risk assessment/management frameworks employed around the world to guide environmental decision-making were analyzed for their approaches to developing risk management objectives and the decision criteria necessary for environmental policy implementation. Frameworks from the Netherlands, the UK, Sweden, Australia/New Zealand, Canada, and the USA were considered. Progress in refining the scientific basis for risk assessment/management has been made, but there has been little parallel development in defining the mechanisms by which available scientific information may be used to define risk management goals or identify and select between management options using a priori decision criteria. The lack of detailed guidance on the setting and achievement of risk management goals that appropriately balance technical information and public input remains an important challenge to the use and practice of all risk assessment/management frameworks.     

高危行业事故应急科技服务实用性平台研究

针对当前我国高危行业应急平台建设中存在事故应急救援决策支撑弱、应急救援服务能力差的缺陷,以“江苏省高危行业事故应急科技服务平台”项目为背景,提出高危行业事故应急科技服务平台的总体建设架构;并以此为基础提出建立应急信息共享,预案可视化与推演,事故后果分析模拟,应急救援决策支持,应急咨询、培训、评估,事故现场快速监测六大子平台。以期利用VR、GIS、人工智能等先进技术,从功能、系统、体系三个层面完善高危行业事故应急科技服务平台建设内容,从而为政府门提供应急决策支持、为企业和社会公众提供应急科技服务。     

吸能让位防冲支护结构与围岩协同作用体系研究*

为防治冲击地压危害,减小人员伤亡与经济损失,采用数值计算方法建立吸能让位防冲液压支架与围岩协同作用体系模型,计算支架和围岩组合体系在静载和冲击载荷作用下的受力状态。结果表明:静载条件下,受煤层影响巷道右侧拱肩位置应力值与塑性应变相对最大,此处最易发生破坏;吸能装置在静载条件下没有发生压缩变形,表明吸能装置不会影响支架正常工作;竖向冲击荷载条件下,受煤层结构影响巷道右侧拱肩处等效塑性应变值增大相对比较明显,吸能防冲支架中间液压柱与右侧液压柱水平位移变化相对最明显;冲击地压发生过程中,支架与围岩间相互作用力变化较大,总体可分为振动段、平稳段、上升段、波动段4个阶段。