城市不同类型高架快速路噪声影响

参照《城市快速路设计规程》(CJJ 129—2009)并用Cadna/A软件对3种类型的城市高架快速路进行声场模拟;对高架类型、道路限速、预测点噪声值三者进行方差分析并评判高架类型对预测点噪声值的影响程度。结果表明,高架声影区只对高度低于高架且与高架距离较近的预测点影响较大,地面道路对1~2层预测点的噪声值影响较大;双层分离式在1~8层表现出更强的噪声污染性,噪声最大值出现在第6层附近,单层分离式及整体式产生的噪声最大值所在楼层数随建筑物与高架之间距离的增大而升高,单层分离式对各楼层的噪声污染程度都较小。高架类型、道路限速对噪声值的影响显著,道路交通量的大小可以改变高架类型及道路限速对于预测点噪声的效应量大小。     

A stochastic model for estimating sustainable limits to wildlife mortality in a changing world

Human-caused mortality of wildlife is a pervasive threat to biodiversity. Assessing the population-level impact of fisheries bycatch and other human-caused mortality of wildlife has typically relied upon deterministic methods. However, population declines are often accelerated by stochastic factors that are not accounted for in such conventional methods. Building on the widely applied potential biological removal (PBR) equation, we devised a new population modeling approach for estimating sustainable limits to human-caused mortality and applied it in a case study of bottlenose dolphins affected by capture in an Australian demersal otter trawl fishery. Our approach, termed sustainable anthropogenic mortality in stochastic environments (SAMSE), incorporates environmental and demographic stochasticity, including the dependency of offspring on their mothers. The SAMSE limit is the maximum number of individuals that can be removed without causing negative stochastic population growth. We calculated a PBR of 16.2 dolphins per year based on the best abundance estimate available. In contrast, the SAMSE model indicated that only 2.3–8.0 dolphins could be removed annually without causing a population decline in a stochastic environment. These results suggest that reported bycatch rates are unsustainable in the long term, unless reproductive rates are consistently higher than average. The difference between the deterministic PBR calculation and the SAMSE limits showed that deterministic approaches may underestimate the true impact of human-caused mortality of wildlife. This highlights the importance of integrating stochasticity when evaluating the impact of bycatch or other human-caused mortality on wildlife, such as hunting, lethal control measures, and wind turbine collisions. Although population viability analysis (PVA) has been used to evaluate the impact of human-caused mortality, SAMSE represents a novel PVA framework that incorporates stochasticity for estimating acceptable levels of human-caused mortality. It offers a broadly applicable, stochastic addition to the demographic toolbox to evaluate the impact of human-caused mortality on wildlife.     

Mechanistic insight into the biofilm formation and process performance of a passive aeration ditch (PAD) for decentralized wastewater treatment

• A Passive Aeration Ditch was developed to treat decentralized wastewater. • A model was developed to describe the process performance. • A high C/N ratio facilitates microbial growth but nitrification deteriorates. • A high salinity decreases both organic and nitrogen contaminants removal. Decentralized wastewater containing elevated salinity is an emerging threat to the local environment and sanitation in remote coastal communities. Regarding the cost and treatment efficiencies, we propose a passive aeration ditch (PAD) using non-woven polyester fabric as a feasible bubbleless aerator and biofilm carrier for wastewater treatment. Consideration has been first given to PAD’s efficacy in treating saline decentralized wastewater, and then to the impact of chemical oxygen demand-to-nitrogen (C/N) ratio and salinity on biofilm formation. A multispecies model incorporating the salinity effect has been developed to depict the system performance and predict the microbial community. Results showed that the PAD system had great capacity for pollutants removal. The biofilm thickness increased at a higher C/N ratio because of the boost of aerobic heterotrophs and denitrifying bacteria, which consequently improved the COD and total nitrogen removal. However, this led to the deterioration of ammonia removal. Moreover, while a higher salinity benefited the biofilm growth, the contaminant removal efficiencies decreased because the salinity inhibited the activity of aerobic heterotrophs and reduced the abundance of nitrifying bacteria inside the biofilm. Based on the model simulation, feed water with salinity below 2% and C/N ratio in a range of 1 to 3 forms a biofilm that can reach relatively high organic matter and ammonia removal. These findings not only show the feasibility of PAD in treatment of saline decentralized wastewater, but also offer a systematic strategy to predict and optimize the process performance.     

Co-pyrolysis of oil sludge with hydrogen-rich plastics in a vertical stirring reactor: Kinetic analysis,emissions, and products

● Collaborative treatment of plastics and OS was established to improve oil quality. ● PE addition successfully improved OS pyrolysis process by deploying H/C_eff ratio. ● Higher H/C_eff ratio promoted cracking to obtain more gas and light oil fractions. ● The degradation of PE and OS was promoted each other under their temperature range. Pyrolysis is an effective method to treat oily sludge (OS) due to its balance between oil recovery and nonhazardous disposal. However, tank bottom OS contains a high content of heavy fractions, which creates obstacles for pyrolysis due to the high activation energy. The incomplete cracking of macromolecules and secondary polymerization decreases the oil quality and causes coking during the operation process. This study introduced polyethylene (PE) into OS to deploy the H/C_eff ratio of feedstocks for pyrolysis. A strong interaction between OS and PE during copyrolysis could be observed from the TG/DTG curves. PE tightly participated in OS degradation, while OS also promoted PE degradation at high temperature. Apparent pits were generated in solid residues from copyrolysis, which was attributed to the uniform and violent gas release. In addition to HCN, other nitrogenous and sulphurous pollutants were inhibited. Accordingly, more gas products were attained after PE addition with more value-added compositions of alkanes and alkenes. Although the oil yield decreased after PE addition, the oil products from copyrolysis possessed higher heating values and higher contents of light fractions with short chains as well as paraffins. Consequently, copyrolysis of OS and PE significantly improved the pyrolysis process and resulted in high oil quality.     

高原生境不同水力停留时间下A2/O工艺活性污泥微生物代谢机制研究

在高原生境下构建不同水力停留时间(HRT)运行工况的A²/O系统,结合水质分析及对好氧池活性污泥的16S rRNA基因测序,对微生物优势菌属功能和代谢途径进行研究。结果表明:高原生境下HRT为26.25 h时A²/O工艺处理效果总体最好,微生物优势菌属代谢功能以有机物降解、反硝化脱氮和聚磷菌除磷为主,代谢途径以碳氮磷代谢为主;在高原生境下,应对外界环境变化的细菌双组分调节功能(ko02020)丰度较大,该代谢途径在适应环境变化中有显著作用,是高原生境下的优势代谢途径;微生物细胞中rpoE基因丰度偏大,为微生物适应高原环境提供了保障。HRT为26.25 h时微生物功能基因总丰度最大,可见26.25 h是高原生境下A²/O工艺最佳HRT运行工况。     

预浓缩-GC/MS测定空气中的27种ODS和HFCs

优化预浓缩仪二级冷阱温度和柱温箱初始温度,建立了预浓缩-气相色谱 /质谱联用(GC/MS)技术测定空气中27种消耗臭氧层物(ODS)和氢氟烃(HFCs)的分析方法。结果表明,27种ODS和HFCs峰形良好,分离度较好,校准曲线相对响应因子标准偏差为1.7%~15.9%,方法检出限为0.016~0.172 μg/m³。空白加标样品连续测定6次的相对标准偏差为0.9%~13.4%,回收率为70.4%~116%。基体加标样品连续测定6次的相对标准偏差为1.0%~7.8%,回收率为94.3%~108%。实验楼周边的环境空气以及实验室内部工作环境空气均检出不同浓度的ODS和HFCs,该方法适用于空气中ODS和HFCs的测定。     

高效液相色谱串联质谱法直接测定环境水样中8种有机磷农药

建立了一种高效液相色谱-串联质谱法（LC-MS/MS）同时测定环境水样中8种有机磷农药的分析方法。以地表水、地下水、污水和废水样品作为代表性水样基底,前处理方法仅采用简单的滤膜过滤,在C₁₈柱分离后,在多反应监测模式下进行分析检测。结果表明,敌百虫、毒死蜱等有机磷农药在样品保存过程中迅速发生降解,分析须在样本采集后1 d内完成;该方法的检出限为0.10~0.20 μg/L,线性拟合相关系数（r）均>0.995;不同基底、不同浓度的加标回收实验表明,8种有机磷农药在环境基底中的回收率为74.5%~118%,相对标准偏差为0.4%~8.6%。该方法操作简便、灵敏度高、准确性好,在未来环境监测工作中具有较好的应用前景。     

我国旱涝空间型的马尔科夫概型分析

旱涝灾害在我国是影响最大、也最为频繁的气候灾害。本文利用马尔科夫概型分析的原理和方法，在验证了我国旱涝空间型序列具有马尔科夫性质的基础上，计算出各状态的转移概率，进而分析了旱涝空间型序列的静态和动态结构，并揭示出旱涝空间型各状态演化的优势倾向。     

塔里木河下游输水前后NDVI差异分析

运用统计方法分析塔里木河下游英苏、喀尔达依、阿拉干三断面输水前后归一化植被指数(NDVI)的差异大小并推测河畔植被对输水的响应程度。结果表明:随着输水进行,研究区NDVI与地下水埋深逐渐呈负相关趋势,NDVI增幅随地下水埋深减小逐渐增大;输水前后相同断面NDVI差异极显著,根据输水前后NDVI差值大小确定植被恢复速度为:英苏>喀尔达依>阿拉干;各断面NDVI在输水前没有差异,输水后断面间NDVI差异显著,根据差异大小确定恢复程度顺序为英苏>喀尔达依>阿拉干;以大西海子水库周边NDVI为参照,确定经7年8次生态输水英苏、喀尔达依、阿拉干三断面植被恢复度分别为20.2%、18.4%和8.4%。以上研究表明,研究区植被恢复仍然有限,坚持持续输水很有必要。     

气浮+A/O工艺处理竹原纤维加工废水

采用气浮+A/O工艺处理高浓度、可生化性差的竹原纤维加工废水。运行结果表明,水质主要排放指标COD、SS、NH4+-N和色度的去除率分别达到92%、95.4%6、4.7%和90%,出水达园区纳管标准。该工艺处理效果稳定、管理方便、维护简单。