平朔安太堡矿区复垦地土壤微生物与土壤性质关系的研究

调查安太堡大型露天矿区西排土场植被恢复与土壤微生物的关系.结果表明,土壤中微生物量与土壤中的水分、速效磷、土壤有机质、有效性氮和海拔高度有明显的关系.麦地、林地、草地的土壤中呈现出:细菌》放线菌》固氮菌》霉菌;撂荒地呈现为:细菌》放线菌》霉菌》固氮菌;裸地呈现出:细菌》放线菌》霉菌.细菌、放线菌和霉菌呈现麦地最高,裸地最低,固氮菌为林地高于其他样地.在撂荒地和裸地中,细菌占微生物总量的一半以上.麦地、林地、草地、撂荒地中的各种菌、速效磷、土壤有机质、有效性氮含量明显高于裸地中的含量.微生物总量和样地的海拔、样地土壤的含水率有明显的关系,土壤中的含水量直接影响微生物总量.微生物总量与速效磷含量和有机质含量成正比,有机质含量与有效性氮含量成正比.细菌与海拔呈极显著负相关,与其他几种养分指标呈极显著正相关,放线菌与海拔和速效磷呈极显著相关,与其他指标相关性不显著,固氮菌与几种养分指标相关性均不显著.按全国土壤养分划分标准,安太堡大型露天矿区复垦地等级不高,还需要用科学的方法加快复垦区土壤的恢复.     

石油化工行业可接受风险水平研究

石油化工行业存在着巨大的潜在风险,为了明确该行业的风险可接受水平,制定一个合理可行的可接受风险准则极为必要.本文在对国内外风险可接受水平研究的基础上,系统分析了国内外有关标准,对生命风险水平、经济风险水平和环境风险水平确定的基本思想进行了详尽阐述,分别给出了3种风险的可接受水平公式,提出了确定石化行业可接受风险水平的方法,需同时满足可接受生命风险、经济风险和环境风险.     

Choice of teenagers' vehicles and views on vehicle safety: survey of parents of novice teenage drivers

Objective

To examine parental decisions about vehicles driven by teenagers and parental knowledge of vehicle safety.

Methods

About 300 parents were interviewed during spring 2006 in Minnesota, North Carolina, and Rhode Island while teenagers took their first on-road driving tests.

Results

Fewer than half of parents surveyed said teenagers would be the primary drivers of the chosen vehicles. Parents most often cited safety, existing family vehicle, and reliability when explaining the choices for their teenagers’ vehicles. About half of the vehicles intended for teenagers were small/mini/sports cars, pickups, or SUVs — vehicles considered less safe for teenagers than midsize/large cars or minivans. A large majority of vehicles were 2001 models or earlier. Vehicles purchased in anticipation of adding a new driver to the family were more likely to be the sizes/types considered less safe than vehicles already owned. Few parents insisted on side airbags or electronic stability control, despite strong evidence of their safety benefits. Even when asked to identify ideal vehicles for their teenagers to drive, about half of parents identified less safe vehicle sizes/types. Most parents knew that midsize/large vehicles are safer than small vehicles, and at least half of parents said SUVs and pickups are not safe for teenage drivers, citing instability.

Conclusions

The majority of parents understood some of the important criteria for choosing safe vehicles for their teenagers. However, parents actually selected many vehicles for teenagers that provide inferior crash protection.

Impact on industry

Vehicle safety varies substantially by vehicle size, type, and safety features. Many teenagers are driving inferior vehicles in terms of crashworthiness and crash avoidance.     

Secondary analysis of time of day on simulated driving performance

PROBLEM: Age and gender are frequently controlled for in studies of driving performance, but the effects of time of day or circadian cycles on performance are often not considered. Previous research on time of day effects of simulated driving is contradictory and provides little guidance for understanding the impact of these variables on results. METHODS: Using driving simulator data from 79 subjects ages 18 to 65, this paper focuses on the impact of age, gender, and time of day on the simulated driving performance of subjects who self-selected the time of participation. RESULTS: Time of day effects were consistently evident for drivers' speed overall and across different simulated environments. Drivers in the late afternoon period consistently drove significantly slower than drivers in other time periods. Age and gender affected speed such that women and those participants 50 and older tended to drive more slowly. Time of day also had an effect on reaction time and on speed variability measures. Gender did not have significant effects on reaction time or variability measures, but age effects were present. SUMMARY: Taken together, the results suggest that time of day effects should be considered as part of simulated driving performance, and that interactions between time of day and other variables, notably age, should be controlled for as part of future research. IMPACT ON INDUSTRY: Implications of these findings on current efforts for older driver testing are discussed.     

基于熵权的改进密切值法在地面水水质评价中的应用

为了简化传统密切值法运算,更能全面客观地反映出各样本的优劣情况,尝试采用目标差值率法进行初始矩阵的规范化处理,引入熵权法确定各评价指标的权重,对传统密切值法进行了改进.通过将两种不同密切值法对某区域水体水质的评价结果进行对比表明: 两种密切值法评价水质得出了一致的水质优劣排序,但改进后的密切值法可以有效地消除各评价指标在量纲、数量级及指标优劣等方面的差异,计算更简便; 改进后的密切值法利用熵权法确定各评价指标的权重,更客观; 改进后的密切值法评价结果中各样本的差异性放大了,对比更为明显.     

Degradation of metabolites accumulated of benzo[a]pyrene by coupling Penicillium Chrysogenum with KMnO4

Several main metabolites of benzo[a]pyrene （BaP） formed by Penicillium chrysogenum, Benzo[a]pyrene-1,6-quinone （BP 1,6- quinone）, trans-7,8-dihydroxy-7,8-dihydrobenzo[a]pyrene （BP 7,8-diol）, 3-hydroxybenzo[a]pyrene （3-OHBP）, were identified by high-performance liquid chromatography （HPLC）. The three metabolites were liable to be accumulated and were hardly further metabolized because of their toxicity to microorganisms. However, their further degradation was essential for the complete degradation of BaP. To enhance their degradation, two methods, degradation by coupling Penicillium chrysogenum with KMnO4 and degradation only by Penicillium chrysogenum, were compared; Meanwhile, the parameters of degradation in the superior method were optimized. The results showed that （1） the method of coupling Penicillium chrysogenum with KMnO4 was better and was the first method to be used in the degradation of BaP and its metabolites; （2） the metabolite, BP 1,6-quinone was the most liable to be accumulated in pure cultures; （3） the effect of degradation was the best when the concentration of KMnO4 in the cultures was 0.01% （w/v）, concentration of the three compounds was 5 mg/L and pH was 6.2. Based on the experimental results, a novel concept with regard to the bioremediation of BaP-contaminated environment was discussed, considering the influence on environmental toxicity of the accumulated metabolites.     

非点源污染河流的水环境容量估算和分配

通过河流相应集水区内氮磷的各污染源分析(包括农地、畜禽养殖和生活排污等),利用输出系数模型估算各非点源的氮磷投(排)放量和入河量;采用河段氮磷输入-输出平衡关系分析方法,估算河流对氮磷的每月自净量.以此为基础,参照水功能区划所要求的水质目标,提出了水质未超标河段相应集水区的氮磷剩余水环境容量按月估算模型,和水质超标河段相应集水区内氮磷投放削减量的按月估算模型,及其在各污染源之间的分配方案.结果表明,长乐江的总氮和总磷自净量分别达到775.9 t·a^-1和30.9 t·a^-1,自净率分别为28.8%和51.2%.河流对氮磷的自净量不仅受水文生态条件的影响而表现出较大的季节性变化,而且随着污染负荷量本身的增加而提高.按照水功能区划中Ⅲ类水的水质要求,长乐江总氮含量全年超标;各非点源的总氮投(排)放量均须不同程度的削减,削减总量应达到1 581.0　t;氮源削减量分配结果表明,化肥是应削减的最大氮源,要求在河流相应集水区内的化肥氮投放削减量为1 047.4 t·a^-1;而与各种氮源的投排放现状相比,要求削减比例最高的是畜禽养殖的氮排放量,达32.4%.长乐江流域尚有一定的总磷剩余水环境容量(2 335.7 t·a^-1).根据目标水质要求,平水期是各污染源总氮投放需要削减的量最大的时期,丰水期则是总磷剩余水环境容量最小的时期.     

氯化镧改性黏土固化湖泊底泥中磷的研究

用氯化镧对14种黏土进行改性并研究了这些改性黏土固化磷的效果.研究了pH对改性高岭土磷吸附率和镧离子溶出的影响.结果表明,通过氯化镧改性,不同黏土的磷固定率由改性前的3%～14%提高到改性后的52%～95%.氯化镧改性高岭土在pH为5时,达到磷吸附率的最大值94.85%,并在pH值4～8范围内,保持较高的磷吸附率（>80%）.在pH>6.5的范围,La³⁺溶出浓度低于0.0178 mg/L.     

沸石强化生化装置脱氮功能的效果及机理初探

针对石化工业废水开展沸石强化脱氮处理试验研究,通过比较沸石浓度25mg/L与空白,以及沸石浓度25 mg/L与50mg/L两阶段脱氮效果,探讨沸石促进脱氮功能的机理,结果表明,曝气池中投加沸石可明显提高氨氮和总氮的去除率,硝化细菌总数和硝化功能也得到增强。与空白对照组相比, 沸石浓度25mg/L的试验组运行稳定后,氨氮去除率提高约10%~13%,总氮去除率约提高13%,出水中NO3--N含量约提高100%,氨氮与总氮之比下降6%,内源硝化耗氧呼吸速率可提高138%,硝化细菌总数是空白对照组2.2folds。沸石浓度提高到50mg/L后,试验组的脱氮效果略有增加,但效果不明显。通过对试验结果的关联分析,认为沸石提高系统脱氮能力的原因一方面是因为沸石对NH4+及硝态氮的交换吸附,另一方面NH4+离子富集于沸石表面及内部、沸石颗粒独特的好氧-缺氧微环境,以及沸石离解出CO32- 或HCO3-增加碱度等条件,促进了硝化细菌和反硝化细菌的生长,从而提高了系统脱氮能力。     

Inorganic nitrogen removal of toilet wastewater with an airlift external circulation membrane bioreactor

Removal of inorganic nitrogen (inorganic-N) from toilet wastewater, using a pilot-scale airlift external circulation membrane bioreactor (AEC-MBR) was studied. The results showed that the use of AEC-MBR with limited addition of alkaline reagents and volumetric loading rates of inorganic-N of 0.19-0.40 kg inorganic-N/(m3·d) helped achieve the desired nitrification and denitrification. Furthermore, the effects of pH and dissolved oxygen (DO) on inorganic-N removal were examined. Under the condition of MLSS at 1.56-2.35 g/L, BOD5/ammonia nitrogen (NH/-N) at 1.0, pH at 7.0-7.5, and DO at 1.0-2.0 mg/L, the removal efficiencies of NH4 -N and inorganic-N were 91.5% and 70.0%, respectively, in the AEC-MBR. The cost of addition of alkaline reagent was approximately 0.5-1.5 RMB yuan/m3, and the energy consumption was approximately 0.72 kWh/m3 at the flux of 8 L/(m2·h).