蒙德法在火电厂液氨储罐评价单元的应用

火电厂液氨储罐单元存在大量高纯度的液氨,一旦发生火灾、爆炸,后果极其严重。为了研究液氨储罐的火灾爆炸危险性及毒性,在对火电厂液氨储罐危险性辨识的基础上,依据液氨储罐单元的主要参数,运用蒙德法分别确定评价中需要的各种危险性系数,从而进行各项指标计算,查询危险性等级表,将各项指标进行等级划分,结论表明各项危险等级都很高。在得出结论基础上,进行安全措施补偿评价,补偿后的各种危险等级均降低,可见采取补偿措施后能够一定程度的降低火灾、爆炸、毒性的危险性,防止事故的发生。     

吊水壶尾矿坝渗流特性三维有限元分析

本文结合工程实例,以吊水壶尾矿坝为背景,建立现状尾矿坝三维模型,利用三维有限元法反演分析现状尾矿坝的渗流场,将计算结果与勘察的浸润面对比分析,验证模型的可靠性和合理性。基于此模型建立加高后的尾矿坝三维模型,计算正常蓄水位和设计洪水位两种工况下的渗流场,分析坝体浸润面埋深、滩长、渗流坡降等,结果表明,不设排渗措施时,尾矿坝干滩长度、浸润面埋深均能满足规范要求,而且尖流性态良好,满足渗透稳定。提出该尾矿坎可通过加高工程来进行渗流控制的建议。     

一种异形结构传爆药起爆威力实验研究

旨在研究一种新型高能传爆药装药结构,根据冲击波汇聚技术、拐角效应理论和有效装药理论等,设计了一种异形结构传爆药。利用主装药轴向钢凹法对多点同步起爆网络起爆的该异形结构传爆药柱起爆威力进行了实验研究。对实验数据进行对比分析,结果表明在达到相同起爆效果的情况下,利用多点同步起爆网络起爆的该异形结构传爆药柱相对于普通圆柱形传爆药柱的用药量有较大幅度的降低。研究成果对解决钝感弹药的起爆问题具有重大的现实意义。     

LEC-M法在升船机施工安全评价中的应用

在升船机施工过程中,由于建筑物多为高坝垂直型,致使上下施工、内外施工和不同性质的施工同时进行,增加了作业条件的危险性,这给升船机施工中的安全管理带来很大困难.以升船机施工为出发点,分析升船机施工中的作业单元流程.按照事故分类的标准,将升船机施工的危险源按照高处坠落、物体打击、垮塌三类事故进行风险辨识.运用LEC-M法确定升船机施工各类危险源的安全风险等级评价,依据危险源评价所涉及到的具体条款,提出降低危险源风险的有效措施.该方法在三峡升船机筒体工程上得到具体应用,并取得良好效果.     

高含硫化氢井场公众疏散能力分析方法研究

我国含硫气田存在含硫量高、周边人口稠密、地形复杂等危险因素,如何保证含硫气田周边居民安全疏散成为一个重要的急需解决的问题.针对高含硫气田开发过程面临的公众疏散能力问题,采用毒性负荷判别法作为疏散能力评估的准则,提出一套分析流程,并给出相应的改进措施,形成一整套的复杂地形下高含硫化氢井场公众安全疏散能力分析方法;通过对本方法在现场实际中的应用,在理论和实例分析基础上,发现对高含硫气田井场进行疏散能力评估是可行且非常必要的.     

水环境磷的灰化法测定中不同灰化助剂的效果比较

以磷酸二氢钠和偏磷酸钠为磷标样,对加入不同盐试剂(灰化助剂)经不同温度(150℃～550℃)灼烧后磷的回收率进行了比较.所研究的灰化助剂除文献中报道过的MgSO₄和Mg(NO₃)₂外,还对MgCl₂等10余种盐试剂进行了实验.结果发现,磷酸二氢钠和偏磷酸钠加入MgSO₄在常规的灼烧温度下灼烧,用0.2mol/L HCl于80℃浸提0.5h不能使磷全部回收,而MgCl₂、MgA     

综合拉底、扩漏和出矿全过程的底部结构安全性颗粒流模拟技术研究

为探明自然崩落法从拉底崩落至出矿全过程中底部结构节理连续扩展过程与破坏过程规律，采用PFC2D软件，结合RocLab软件反演节理岩体参数，建立229 m×129 m的岩体扩大模型，对拉底崩落至出矿过程进行连续综合计算。研究结果表明:模拟结果及破坏现象与现场监测结果相近，建模与细观参数反演方法适用于该类岩体工程研究；裂纹扩展贯通导致岩体失稳破坏，破坏过程与裂纹扩展具有相对应的阶段特征，裂纹扩展分为崩落前稳定扩展期，崩落与聚矿槽开挖过程加速扩展期和后续持续扩展期；结构破坏分为蕴育过程，扰动失稳过程和宏观破坏过程；较大范围的宏观破坏主要在出矿阶段。该模拟方法与结果可为底部结构维护以及节理岩体长期稳定性研究提供参考。     

A new baseline model for estimating willingness to pay from discrete choice models

We show a substantive problem exists with the widely-used ratio of coefficients approach to calculating willingness to pay (WTP) from discrete choice models. The correctly calculated standard error for WTP using this approach is shown to be undefined. This occurs because the cost parameter's standard error implies some possibility the true parameter value is arbitrarily close to zero. We propose a simple yet elegant way to overcome this problem by reparameterizing the (negative) cost variable's coefficient using an exponential transformation to enforce the theoretically correct positive coefficient. With it the confidence interval for WTP is now finite and well behaved.     

Subcritical water oxidation of propham by H2O2 using response surface methodology (RSM)

This study was conducted to investigate the degradation of propham, which is a compound that pollutes water and seriously threatens human health, by subcritical water oxidation and using H₂O₂ as an oxidising agent. The maximum total organic carbon removal rate of propham was obtained as 73.65% at 40 min of treatment time and 60 mM of H₂O₂ concentration and 373 K of temperature. In addition, response surface method based on the Box-Behnken design was applied to design the degradation experiments of propham for determination of the combined effects of process variables, namely temperature, concentration of oxidising agent and treatment time. The proposed quadratic model of propham degradation, which was examined with the analysis of variance, was used for navigating the design space. The R² and adjusted R² values of the model were determined as 0.9921 and 0.9819 respectively. It was shown that propham was effectively degraded, thus could be removed from the water by using an environmentally friendly method.     

Horizontal lifelines – review of regulations and simple design method considering anchorage rigidity

Among the many occupational risks construction workers encounter every day falling from a height is the most dangerous. The objective of this article is to propose a simple analytical design method for horizontal lifelines (HLLs) that considers anchorage flexibility. The article presents a short review of the standards and regulations/acts/codes concerning HLLs in Canada the USA and Europe. A static analytical approach is proposed considering anchorage flexibility. The analytical results are compared with a series of 42 dynamic fall tests and a SAP2000 numerical model. The experimental results show that the analytical method is a little conservative and overestimates the line tension in most cases with a maximum of 17%. The static SAP2000 results show a maximum 2.1% difference with the analytical method. The analytical method is accurate enough to safely design HLLs and quick design abaci are provided to allow the engineer to make quick on-site verification if needed.