Toward harmonizing prospective effectiveness assessment for road safety: Comparing tools in standard test case simulations

Abstract

Objective: With the overall goal to harmonize prospective effectiveness assessment of active safety systems, the specific objective of this study is to identify and evaluate sources of variation in virtual precrash simulations and to suggest topics for harmonization resulting in increased comparability and thus trustworthiness of virtual simulation-based prospective effectiveness assessment.

Methods: A round-robin assessment of the effectiveness of advanced driver assistance systems was performed using an array of state-of-the-art virtual simulation tools on a set of standard test cases. The results were analyzed to examine reasons for deviations in order to identify and assess aspects that need to be harmonized and standardized. Deviations between results calculated by independent engineering teams using their own tools should be minimized if the research question is precisely formulated regarding input data, models, and postprocessing steps.

Results: Two groups of sources of variations were identified; one group (mostly related to the implementation of the system under test) can be eliminated by using a more accurately formulated research question, whereas the other group highlights further harmonization needs because it addresses specific differences in simulation tool setups. Time-to-collision calculations, vehicle dynamics, especially braking behavior, and hit-point position specification were found to be the main sources of variation.

Conclusions: The study identified variations that can arise from the use of different simulation setups in assessment of the effectiveness of active safety systems. The research presented is a first of its kind and provides significant input to the overall goal of harmonization by identifying specific items for standardization. Future activities aim at further specification of methods for prospective assessments of the effectiveness of active safety, which will enhance comparability and trustworthiness in this kind of studies and thus contribute to increased traffic safety.     

碘化阶层孔氧化硅纳米球对水中典型有机氯污染物的吸附性能研究

采用共缩聚法,成功地原位合成了碘改性的阶层多孔氧化硅纳米球（SiO₂-I）,研究了其基于卤键作用对典型有机氯污染物六六六的吸附性能,并考察了改性剂I-硅烷含量和pH值对吸附效果的影响.实验结果表明,该纳米材料对六六六表现出优异的吸附富集性能,吸附速率快,60 min内对六六六的去除率为71.6%,240 min内达到吸附平衡,去除率可达98.3%,最大吸附量为178.6 mg·g^-1;吸附动力学符合拟二级动力学模型;碘物种的加入提高了阶层多孔氧化硅的吸附速率和吸附效率.另外,为了便于纳米吸附材料的分离,本研究对SiO₂-I纳米球进行了磁性化.研究发现,磁性化修饰后,SiO₂-I纳米材料仍然保留对六六六优异的吸附富集性能,240 min时的吸附去除率达90.3%.     

酸性紫色水稻土颗粒有机质对镉的吸附特性

采集典型的酸性紫色水稻土（APPS）,从中分离出颗粒有机质（POM）,通过批量试验研究POM及其来源土壤Cd²⁺的吸附动力学、等温吸附和热力学特征,通过扫描电镜-能谱仪、傅里叶红外光谱仪等手段及吸附前后镉的形态变化的测定,研究了POM对Cd²⁺的吸附机制.结果表明：POM对Cd²⁺的亲和力远高于其来源土壤.POM及土壤对Cd²⁺的吸附动力学最优模型均为准二级动力学.Langmuir、Freundlich方程均能较好地描述其等温吸附特征,其中对POM,以Freundlich方程更优,表明POM对Cd²⁺的吸附属于多分子层的非均质吸附.吸附热力学参数△G^θ均小于0、△H^θ和△S^θ均大于0,表明吸附属于自发吸热过程.根据△H^θ值及解吸试验判定POM对Cd²⁺的吸附以化学吸附为主,土壤对Cd²⁺的吸附过程以物理吸附为主.吸附平衡后,土壤中可交换态镉比例提高,而POM中交换态和络合态镉比例增加.综上及吸附前后POM的表征结果说明,POM对Cd²⁺的吸附机制包括含氧官能团的络合、离子交换、阳离子-π键、沉淀作用和静电吸附.     

Photodegradation of Hexafluoropropylene Oxide Trimer Acid under UV Irradiation

As a novel alternative to traditional perfluoroalkyl substances (PFASs), including perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS), hexafluoroproplyene oxide trimer acid (HFPO-TA) has been detected worldwide in surface water. Moreover, recent researches have demonstrated that HFPO-TA has stronger bioaccumulation potential and higher hepatotoxicity than PFOA. To treat these contaminants e.g. PFOA and PFOS, some photochemical techniques by adding exogenous substances had been reported. However, there is still no report for the behavior of HFPO-TA itself under direct UV irradiation. The current study investigated the photo-transformation of HFPO-TA under UV irradiation in aqueous solution. After 72 hr photoreaction, 75% degradation ratio and 25% defluorination ratio were achieved under ambient condition. Reducing active species, i.e., hydrated electrons and active hydrogen atoms, generated from water splitting played dominant roles in degradation of HFPO-TA, which was confirmed by different effects of reaction atmospheres and quenching experiments. A possible degradation pathway was proposed based on the products identification and theoretical calculations. In general, HFPO-TA would be transformed into shorter-chain PFASs, including hexafluoropropylene oxide dimer acid (HFPO-DA), perfluoropropionic acid (PFA) and trifluoroacetate (TFA). This research provides basic information for HFPO-TA photodegradation process and is essential to develop novel remediation techniques for HFPO-TA and other alternatives with similar structures.     

硅胶表面TEOS疏水化改性及吸附VOCs特性

以正硅酸乙酯（TEOS）为疏水改性剂,通过硅胶表面的羟基接枝反应,得到具备一定疏水性的改性硅胶;利用BET、FT-IR、XRD和TG-DTG等手段对改性硅胶的结构及稳定性进行了表征;在此基础上考察了改性硅胶对各类有机废气的吸附性能.结果表明,TEOS成功接枝在了硅胶表面,改性硅胶不仅具备一定的疏水性,而且机械强度增加到原来的66.85%,稳定性也都得到了提高; 550℃空气下焙烧后的改性硅胶仍具有疏水性且吸附容量是焙烧之前的2倍;在高湿度高浓度的废气治理中,TEOS改性硅胶表现出更高的吸附能力和优良的热再生性能.高浓度下改性硅胶的吸附容量是低浓度下的10倍且不受水汽的影响;改性硅胶循环10次的吸附/脱附几乎不变,且在一定条件下,15~30min就达到90%的脱附率.     

磁性有序介孔碳的制备及其对水中双酚A的吸附

采用水热法成功制备了磁性有序介孔碳（Fe-OMC）,用于吸附水中双酚A （BPA）.采用高倍投射电镜、X射线衍射仪、傅里叶红外光谱仪、比表面积分析仪和振动样品磁强计对Fe-OMC进行表征.结果表明,该吸附剂具备较大的比表面积、独特的有序介孔孔道结构、丰富的含氧官能团以及较强的超顺磁性.Fe-OMC能够高效地吸附去除水中的BPA,平衡吸附量可达72.62mg/g,经过外加磁场分离回收后依旧具备较好的吸附性能.随着BPA浓度从1mg/L提高到20mg/L,其平衡吸附量由8.33mg/g增至91.78mg/g.随着pH值的升高呈现出先降低后升高再降低的趋势,最高吸附量出现在pH=8（75.34mg/g）.Fe-OMC对BPA的吸附过程可用准二级吸附动力学模型和Langmuir吸附等温模型进行描述.计算的热力学参数表明,Fe-OMC对BPA的吸附过程是自发进行的放热过程.     

基于铁锰泥的除砷吸附剂性能比较及吸附机理

为解决反冲洗铁锰泥粉末吸附剂（BSPA）使用后难以泥水分离问题,将除铁锰水厂生物滤池产生的反冲洗泥制成颗粒吸附剂（GA）和磁性粉末吸附剂（MPA）,并对BSPA、GA和MPA的除砷性能进行了比较,通过SEM、TED、XRD、BET、FTIR等技术对3种材料进行了表征,寻找3种吸附剂之间除砷性能差异的根源.结果表明,BSPA、GA和MPA对As （V）的最大吸附容量分别为40.980,5.048,8.694mg/g,改性后的吸附材料GA和MPA对砷的吸附能力下降.BSPA是一种以纤铁矿为主的无定形结构混合物,并混有针铁矿和结晶度差的水铁矿,GA的XRD图谱中出现石英晶体和少量赤铁矿晶体的衍射峰,而MPA的主要成分为结晶程度较高的磁赤铁矿.3种材料中均存在有利于吸附的含羟基官能团.BSPA、MPA和GA的比表面积分别为253.150,238.660,43.803m²/g.物相改变且结晶程度增加、表面羟基减少和比表面积降低是导致GA和MPA的砷吸附容量比BSPA低的主要因素.     

活性炭法测量室内空气中氡浓度的影响因素研究

探讨了各种因素对活性炭法测量室内空气中氡浓度的影响,并提出既能保证检测质量,又能符合工程检测需要、提高检测效率的检测条件范围。     

火焰原子吸收分光光度法测定水中锶

研究了用空气/乙炔火焰原子吸收分光光度法测定水中锶时酸的影响,以及铝和钙的干扰及消除,线性范围0.05～5.00mg/l,最低检测浓度为0.04mg/l,回收率为98.2％～101.4％。     

矿井水中天然总α放射性的混凝处理技术研究

本文研究了混凝沉淀工艺处理矿井水中天然总α放射性核素铀、镭的技术和条件,通过选择适当的混凝剂、加药量、pH值等条件可将铀的去除率提高到80％左右,使用铀专用混凝剂MHU则可使铀的去除率达到87％。对于镭的去除不能单纯依靠铀混凝剂MHU,尚需添加镭的吸附助剂MHR,则可使镭的去除率提高到80％以上。该工艺的最大优点在于充分利用了煤矿现存的大量矿井水悬浮物处理设施,大大节省了新建工程的投资费用,而且新增加的药剂费用不足0.1元/t水,可在煤矿推广应用。