不同物质对铬价态测定结果的影响

采用单波长法和双波长法,分别考察了KH2PO4、H3PO4、H2SO4、KNO3、牛肉膏和蛋白胨对Cr(III)和Cr(VI)质量浓度测定的影响。结果显示,Cr(III)和Cr(VI)在测量中是相互影响的,并且Cr(III)对Cr(VI)影响较显著。在单波长法测定中,牛肉膏、蛋白胨及2种酸对Cr(III)和Cr(VI)的影响较钾盐对其影响更为显著,H3PO4和H2SO4对Cr(III)和Cr(VI)的特征吸收峰值影响最大,降低幅度在20%～50%。这些物质对双波长法测定Cr(VI)几乎没有影响;但对Cr(III)测定中,H2SO4和H3PO4的影响较大,其相对误差分别为14.57%和8.87%,其余物质产生的相对误差均小于1.6%。因此,双波长法可用于生物样品中Cr(III)和Cr(VI)的测定,线性范围分别为0～160 mg/L和0～80mg/L。     

采煤工作面漏风通道参数研究与应用

采煤工作面漏风会导致采空区缓慢自燃氧化以及有毒有害气体涌入工作面,造成采空区自然发火及工作面工作人员中毒窒息的可能性.工作面不同进风风量下工作面漏风情况会不同.为了具体研究工作面不同进风风量下的漏风情况,测定了元堡煤矿1901工作面停采期间各漏风通道的漏风量,建立了工作面漏风通道网络模型;根据风网解算原理及风阻计算公式计算出各分支风阻及风量值;利用风网解算软件计算出不同风量下工作面漏风通道的风量值.结果发现:元堡煤矿1901工作面风量在500 - 1500m3/min范围内变化时各漏风通道风量占工作面总进风量的比重几乎不变;采空区两巷由于已经打好密闭,漏风较小;工作面中部由于老顶来压漏风量较大,是堵漏风重点.     

北京地铁岛式站台噪声的初步研究

为研究北京岛式站台噪声水平及噪声特点,选取了北京地铁2号线和5号线的10个岛式站台进行了实地的测量,从噪声级以及频谱角度对测量结果进行了分析。结果显示,测量时间内的LAeq,max都高于标准限值80dB(A)。使用独立样本t检验的结果得出,2号线与5号线在LAeq以及LAeq,max上不存在显著差异(P>0.05),说明2号线和5号线噪声在相近的水平上。通过噪声频谱的时程曲线也直观的得出列车在进出站过程中噪声级大于80dB(A),无列车通过且不受相反轨道列车影响时的背景噪声在65dB(A)左右,受影响时在70dB(A)左右。倍频程频谱分析得出,地铁站台噪声具有明显的中频特征。进一步分析,2号线和5号线站台都存在若干的主频,其基频和谐频分别为63、250和1kHz。     

高应力煤巷卸压孔布置方式对卸压效果影响分析

高应力是造成深部煤巷大变形的主要因素。钻孔卸压已成为高应力区围岩稳定性控制的主要方法之一。基于钻孔卸压原理,以实际工程为背景,设计了三种卸压孔布置方式,并采用数值模拟的方法对不同卸压孔布置方式的卸压效果进行计算和对比分析。结果表明:卸压孔布置方式对卸压效果影响显著,卸压孔五花布置时,卸压效果最为明显;卸压孔周围形成卸压圈,卸压圈相互叠加,卸压范围增大;巷帮布置卸压孔使巷道周边形成的应力峰值向远离巷道的围岩深部移动,五花布置卸压孔时,不仅能够使应力峰值向深部转移,而且降低了应力峰值,有效改善围岩应力环境;卸压孔产生的卸压区,为巷道围岩提供给了一定的变形补偿空间,减小了巷道变形,卸压孔五花布置时,巷道变形最小,与无卸压孔时相比,巷道实体煤帮整体变形量减小了73.9%,顶板最大沉降量减小了40%,控制变形效果明显。     

建设工程融合式外部安全监管研究

介绍了融合式外部安全监管的提出背景以及在此背景下的具体内涵;融合式外部监管的任务是按照企业、项目的安全生产目标以及国家安全生产的相关法律法规、标准规范而制定的,其相关的工作内容主要以项目安全总监的工作角色为主要载体进行开展,既包括了对项目管理行为的监管,又包括了对项目隐患和违章现象的制止和约束;介绍了安全总监约谈制度的内容,并对安全总监的监管流程进行了说明,包括具体的管理手段和措施;最后指出项目安全总监的在项目管理中的角色是项目安全生产第一监管人。     

中美实施全球化学品统一分类和标签制度政策对比和分析

对中美实施全球化学品统一分类和标签制度(GHS)的基本情况进行了研究,分别从实施GHS的框架体系、实施GHS的时间节点、GHS的危险类别、符合GHS要求的SDS和标签四个角度,对中美实施GHS的政策进行对比.通过分析,得出我国目前实施GHS主要存在四个方面的问题:各方利益难以协调,缺乏实施GHS的综合性法律法规,实施GHS缓冲期的设置存在问题,“积木原则”尚未合理运用.结合美国实施GHS的做法,为我国实施GHS提出四方面建议,即推动我国GHS配套法律法规体系建设,编制实施GHS的指南文件,灵活合理利用“积木原则”,关注危险化学品全生命周期的安全.     

环境风下太阳能PV板对流散热特性实验研究

在实验室条件下,通过建立环境风道,采用电加热的方式,对PV板在环境风下的对流散热损失进行实验研究。考察倾角a、风向角θ、风速V以及热流密度q对PV板表面对流散热特性的影响,得到了不同条件下PV板表面平均对流热损失努谢尔特数Nu的变化规律。结果表明,在任意风向角下,当风速较小时,Nu对PV板倾角变化并不敏感,但是随着风速的增大,倾角对Nu的影响不断增大。当PV板在背风侧时,Nu随着倾角的增大有一个迅速减小的过程;此外,以风速1 m/s为转折点,低风速下Nu随风速的变化规律与高风速下明显不同。     

Recovery of Ni(II) from real electroplating wastewater using fixed-bed resin adsorption and subsequent electrodeposition

Resin adsorption and subsequent electrodeposition were used for nickel recovery. Treated wastewater can meet the Electroplating Pollutant Discharge Standard. The spent resin is completely regenerated by 3 BV of 4% HCl solution. 95.6% of nickel in concentrated eluent was recovered by electrodeposition. Effective recovery of high-value heavy metals from electroplating wastewater is of great significance, but recovering nickel ions from real electroplating wastewater as nickel sheet has not been reported. In this study, the pilot-scale fixed-bed resin adsorption was conducted to recover Ni(II) ions from real nickel plating wastewater, and then the concentrated Ni(II) ions in the regenerated solution were reduced to nickel sheet via electrodeposition. A commercial cation-exchange resin was selected and the optimal resin adsorption and regeneration conditions were investigated. The resin exhibited an adsorption capacity of 63 mg/g for Ni(II) ions, and the average amount of treated water was 84.6 bed volumes (BV) in the pilot-scale experiments. After the adsorption by two ion-exchange resin columns in series and one chelating resin column, the concentrations of Ni(II) in the treated wastewater were below 0.1 mg/L. After the regeneration of the spent resin using 3 BV of 4% (w/w) HCl solution, 1.5 BV of concentrated neutral nickel solution (>30 g/L) was obtained and used in the subsequent electrodeposition process. Using the aeration method, alkali and water required in resin activation process were greatly reduced to 2 BV and 3 BV, respectively. Under the optimal electrodeposition conditions, 95.6% of Ni(II) in desorption eluent could be recovered as the elemental nickel on the cathode. The total treatment cost for the resin adsorption and regeneration as well as the electrodeposition was calculated.     

浅埋隧道覆岩变形沉降的分布式光纤监测与分析

针对在浅埋隧道下穿既有设施的施工过程中上覆层变形难以实现分布式监测这一问题,基于脉冲预泵浦光时域分析(PPP-BOTDA)分布式光纤传感技术,以云南某浅埋隧道连续下穿二级公路和钢筋加工车间场地为例,提出分布式光纤的布设方案,对隧道上覆层沉降变形进行监测,分析上覆层的变形特征。结果表明:上覆层中光纤应变的时空演化过程与岩土体物理力学性质、掌子面推进过程、初衬支护作用以及水文地质条件有关;掌子面前方和后方上覆层分别处于拉应力和压应力控制区,掌子面的位置对应着拉—压应变过渡带。同时,将分布式光纤和地表水准仪沉降监测进行比较,两种方法测得沉降结果趋势一致,验证了分布式光纤在隧道施工过程中对上覆岩土体纵向沉降监测的可行性。分布式光纤监测由于能够获取覆岩的整体变形时空演化特征,具有较明显的优势。     

Decontamination of Cr(VI) facilitated formation of persistent free radicals on rice husk derived biochar

PFRs were produced on biochar during Cr(VI) decontamination. PFRs formation on biochar was owing to the oxidization of phenolic-OH by Cr(VI). Appearance of excessive oxidant led to the consumption of PFRs on biochar. Biochar charred at high temperature possessed great performance to Cr(VI) removal. This study investigated the facilitation of Cr(VI) decontamination to the formation of persistent free radicals (PFRs) on rice husk derived biochar. It was found that Cr(VI) remediation by biochar facilitated the production of PFRs, which increased with the concentration of treated Cr(VI). However, excessive Cr(VI) would induce their decay. Biochar with high pyrolysis temperature possessed great performance to Cr(VI) removal, which was mainly originated from its reduction by biochar from Inductively Coupled Plasma Optical Emission Spectroscopy and X-ray Photoelectron Spectroscopy. And the corresponding generation of PFRs on biochar was primarily ascribed to the oxidization of phenolic hydroxyl groups by Cr(VI) from Fourier Transform Infrared Spectroscopy analysis, which was further verified by the H₂O₂ treatment experiments. The findings of this study will help to illustrate the transformation of reactive functional groups on biochar and provide a new insight into the role of biochar in environmental remediation.