载铜氮化碳纳米片对单质汞的吸附脱除特性

用简易热剥离法合成了氮化碳纳米片（CNNS）,再通过等体积浸渍法将铜负载于CNNS表面合成了载铜CNNS吸附剂,用于低温下吸附脱除气态单质汞（Hg⁰）.利用氮气吸附-脱附、X射线衍射（XRD）、扫描电子显微镜（SEM）、透射电子显微镜（TEM）、X射线光电子能谱（XPS）等手段对吸附剂进行表征.结果表明：CNNS对Hg⁰具有良好的吸附性能,吸附温度为120℃时,脱汞效率约为54.2%;载铜修饰可极大提高CNNS的脱汞活性,脱汞效率在40~240℃温度范围内均大于82.3%,这归因于铜与氮化碳间的紧密接触.煅烧温度对载铜CNNS的脱汞活性影响较大,最佳煅烧温度为200℃.通过载铜修饰可有效活化CNNS,提高其对Hg⁰的氧化能力,这可能归因于铜离子与氮化碳之间的莫特-肖特基电子转移效应.SO₂和水蒸气对载铜CNNS的脱汞性能有抑制作用.     

Application of interface material and effects of oxygen gradient on the performance of single-chamber sediment microbial fuel cells (SSMFCs)

Single-chamber sediment microbial fuel cells(SSMFCs) have received considerable attention nowadays because of their unique dual-functionality of power generation and enhancement of wastewater treatment performance. Thus, scaling up or upgrading SSMFCs for enhanced and efficient performance is a highly crucial task. Therefore, in order to achieve this goal, an innovative physical technique of using interface layers with four different pore sizes embedded in the middle of SSMFCs was utilized in this study.Experimental results showed that the performance of SSMFCs employing an interface layer was improved regardless of the pore size of the interface material, compared to those without such layers. The use of an interface layer resulted in a positive and significant effect on the performance of SSMFCs because of the effective prevention of oxygen diffusion from the cathode to the anode. Nevertheless, when a smaller pore size interface was utilized, better power performance and COD degradation were observed. A maximum power density of 0.032 mW/m~2 and COD degradation of 47.3% were obtained in the case of an interface pore size of 0.28 μm. The findings in this study are of significance to promote the future practical application of SSMFCs in wastewater treatment plants.     

One-step synthesis of Cu(II) metal–organic gel as recyclable material for rapid, efficient and size selective cationic dyes adsorption

Efficient removal of non-biodegradable and hazardous dyes from wastewater remains a hot research topic. Herein, a rationally designed a Cu(Ⅱ)-based metal–organic gel(Cu-MOG) with a nanoporous 3 D network structure prepared via a simple one-step mixing method was successfully employed for the removal of cationic dyes. The Cu-MOG exhibited high efficiency, with an adsorption capacity of up to 650.32 mg/g, and rapid adsorption efficiency, with the ability to adsorb 80% of Neutral Red within 1 min. The high adsorption efficiency was attributed to its large specific surface area, which enabled it to massively bind cationic dyes through electrostatic interaction, and a nanoporous structure that promoted intra-pore diffusion. Remarkably, the Cu-MOG displayed size-selective adsorption, based on adsorption studies concerning dyes of different sizes as calculated by density functional theory. Additionally, the adsorption performance of the Cu-MOG still maintained removal efficiency of 100% after three regeneration cycles. These results suggested that the Cu-MOG could be expected to be a promising and competitive candidate to conveniently process wastewater.     

Emission of intermediate volatility organic compounds from a ship main engine burning heavy fuel oil

Intermediate volatility organic compounds (IVOCs) are crucial precursors of secondary organic aerosol (SOA). In this study, gaseous IVOCs emitted from a ship main engine burning heavy fuel oil (HFO) were investigated on a test bench, which could simulate the real-world operations and emissions of ocean-going ships. The chemical compositions, emission factors (EFs) and volatility distributions of IVOC emissions were investigated. The results showed that the main engine burning HFO emitted a large amount of IVOCs, with average IVOC EFs of 20.2–201?mg/kg-fuel. The IVOCs were mainly comprised of unspeciated compounds. The chemical compositions of exhaust IVOCs were different from that of HFO fuel, especially for polycyclic aromatic compounds and alkylcyclohexanes. The volatility distributions of IVOCs were also different between HFO exhausts and HFO fuel. The distinctions in IVOC emission characteristics between HFO exhausts and HFO fuel should be considered when assessing the IVOC emission and related SOA formation potentials from ocean-going ships burning HFO, especially when using fuel-surrogate models.     

利用薄片穿透法确定铝合金最大蚀坑深度

目的研究铝合金最大蚀坑深度与环境试验时间的对应关系,为新型合金服役前的耐蚀性评级和结构件服役过程中的剩余寿命预测提供技术基础。方法利用光学显微镜、扫描电镜分析海洋大气环境中新型铝合金的腐蚀类型,并利用薄片穿透法研究铝合金薄片最大蚀坑深度与试验时间的对应关系。结果经过海洋大气环境暴露试验后,2A97铝合金发生了深入合金内部的严重点蚀,检测薄片试样背面电解液的出现时间,可以确定环境试验中蚀坑穿透薄片试样的时间。通过测量不同厚度薄片试样的穿透时间,可以确定最快生长局部腐蚀点的深度和时间的关系。结论中性盐雾试验环境下,达到相同的最大蚀坑深度,2A97铝合金与AA2024铝合金用时基本相当。     

迁安市污水收集与处理效能定量评估

污水收集与处理效能直接影响合流制排水体制下的水安全和水环境,是海绵城市建设中需要解析评估的重要内容.以迁安市为例,建立覆盖"污染源—管网关键节点—污水处理厂"的监测网络,基于同步水量、水质监测结果,定量解析生活污水污染物排放系数和污水处理系统收集与处理效能,并定位问题管段具体位置和主要问题.结果表明:①合流制小区CODCr、NH3-N排放系数分别为43. 4、13. 3 g(人·d),分流制小区CODCr、NH3-N排放系数略高,分别为53. 1、14. 5 g(人·d).②受地下水、河水入渗的双重影响,生活污水从进入市政管网后污染物质量浓度大幅下降,保守估计下入渗率约为32. 5%,合流制管网截污干管至污水处理厂地下水、河水入渗量达到了14 471 m3d,分流制干管至污水处理厂地下水入渗量约为19 777 m3d.③污水处理厂进水水质指标均远小于设计进水水质,还存在C源不足、一部分比例的污水可生化性较差的特征,进水BOD5TN〔ρ(BOD5)ρ(TN)〕变化范围为0. 47～4. 32,平均值仅为1. 68.研究显示,地下水河水入渗严重降低污水收集处理效能,建议海绵城市建设中重视对于污水收集处理效能的摸底评估,并从污水处理系统设计和管网缺陷修复上大力整改.     

不同类型秸秆对污泥厌氧消化特性及细菌群落结构的影响

为促进污水处理厂污泥及农作物秸秆的资源化利用,探讨不同类型秸秆（玉米、小麦、水稻）对污泥厌氧消化特性、产气效果及细菌群落结构的影响,在中温〔（35±1）℃〕下,研究了污泥与秸秆按不同质量比（1:0、1:0.5、1:1、1:1.5）联合厌氧消化对污泥C/N（碳氮比）和厌氧消化环境中pH、ρ（NH₄+-N）、ρ（VFAs）（VFAs为挥发性脂肪酸）、日均沼气产量及φ（CH₄）、细菌群落的特征变化,以未添加秸秆的污泥厌氧消化为CK（对照）.结果表明:不同类型秸秆的添加对厌氧消化体系的pH、ρ（NH₄+-N）、ρ（VFAs）均产生显著影响,秸秆的加入明显提高了厌氧消化体系的产气量.联合厌氧消化可通过优化厌氧消化底物的C/N,从而增加ρ（VFAs）和φ（CH₄）.其中,污泥与玉米秸秆质量比为1:1.5时对厌氧消化的促进作用最为显著;其沼气日产量为2 303.08 mL,比CK（536.15 mL）提高了3倍以上,而沼气中φ（CH₄）最高为54.49%,比CK（37.07%）提高46.99%.此外,不同类型秸秆的添加也可通过改变细菌群落结构从而促进秸秆降解,增加ρ（VFAs）和提高沼气产量,特别是添加秸秆后,Bacteroidetes会逐渐取代Proteobacteria成为主要的产酸菌种,从而导致ρ（VFAs）增加.研究显示,污泥与秸秆联合厌氧消化可改善污泥营养结构,改变细菌群落结构,提高沼气产量.      

SIL评估技术在柴油加氢装置的应用

介绍了安全仪表系统安全完整性等级(SIL)评估方法,并将SIL评估技术在柴油加氢装置进行应用,系统全面分析了装置安全仪表系统的可靠性,并提出合理可行的建议措施,对于提高装置安全稳定运行水平具有重要作用。     

建设工程安全事故统计分析与安全管理对策研究

统计了112起建设工程事故,分析表明建设工程安全事故具有事故类型集中、承包商事故多发、检修及改造工程危险性较大、特殊作业管理不到位等特点和原因。提出了建设工程安全管理对策:开展安全文化建设,营造安全氛围;加强培训教育,提高参建人员尤其是施工操作人员的安全意识、技能水平;加大监管、惩戒力度,提高承包商违规成本;落实特殊作业各环节的管理。