Vertical infiltration of fuel oil hydrocarbons in an agricultural soil

The influence of rainfall, air temperature and soil moisture on the vertical mobility in the soil of fuel oil hydrocarbons (HC) was investigated in a field experiment. A controlled spreading of fuel oil (nC10‐nC25) was performed at a rate of 5 L HCm^‐2 on an agricultural soil in summer and in winter. Concentration, chemical composition of HC and soil moisture were regularly determined at different soil depths between 0 and 140 cm, 1 h, 3, 8and 15 days (d) after the spreading of oil. Sorption of hydrocarbons onto the organo‐mineral matrix of the soil was studied in laboratory experiments. The results showed that in summer, with an air temperature of 24°C and without water leaching in the soil profile, 65% of the initial HC remained trapped in the 0–140 cm soil layer, about 20% of the HC volatilized and around 15% migrated deeper. A vertical selective migration of the lightest (nC10‐nC15) HC (naphthas) was shown lSd after the spreading of fuel oil. Naphthas progressively reached the 120–140 cm soil layers whereas the heavy fractions of oil (nC17‐nC25) migrated and concentrated in the 0–60 cm soil layers. In winter, when soil was regularly watered by rainfalls and at low air temperatures, only 47% of the initial HC remained in the 0–140 cm profile after 15 d. A fast vertical infiltration of naphthas occurred within the first 3 d. After 15 d, all HC were detected in the same relative amounts as in the initial oil in the whole profile. Volatilization was negligible in winter and an increase in the migration of total oil at depth in the soil profile was shown. As inferred from the laboratory experiments, the high soil moisture led to the decrease in HC sorption on the organo‐mineral matter of the soil.     

多层渗滤介质系统去除城市雨水径流有机污染物

以屋顶和机动车路面雨水径流污染物为研究对象,设计了用于去除雨水径流污染物的多层渗滤介质系统,进行污染雨水净化效果的试验研究.结果表明,系统对屋顶和机动车路面雨水径流有机污染物有明显的去除效果,CODMn平均去除率为80%左右,出水浓度小于4mg·L-1,达到了地表水Ⅱ类水质标准;BOD5的去除率达50%以上,出水值达到了地表水Ⅱ类水质标准;同时,系统的净化能力主要发生在垫层及地基土层0.3m以内,污染严重的机动车路面径流在土柱底部也能达到很好的去除效果;"砂砾科"垫层对CODMn和BOD5,的去除效果稍好于"无砂混凝土"垫层.     

饮用水快速砂滤池优势微生物群落的代谢功能解析

快速砂滤池广泛应用于饮用水处理中,其净水效能一直被认为是物理化学作用,而对滤池表面附着微生物的净水作用仍不明晰.为了解析滤池中微生物的群落构成和功能特征,研究对国内8个城市的11座饮用水快滤池的进出水和滤料进行采样分析.进出水水质分析结果表明经过滤池处理,溶解性有机碳(DOC)有少量去除,氨氮(NH_4~+-N)显著降低,硝酸盐氮(NO_3~--N)显著增加,总氮(TN)未发生明显变化.利用宏基因组技术获得了滤池中微生物群落的构成和功能信息,滤池优势菌属(相对丰度占前10%)共14种,包括两类氨氧化细菌Nitrospira和Nitrosomonas.对优势菌属的功能基因信息进行分析,发现优势微生物菌群具有更高的碳水化合物、氮、硫和异生物质代谢功能丰度. Aeromonas的碳水化合物代谢基因相对丰度最高,Bradyrhizobium的氮、硫及异生物质代谢基因的相对丰度最高,说明这两种菌是影响饮用水水质的重要菌属.通过评价各个优势菌属对异生物质的代谢潜能,发现Bradyrhizobium、Sphingomonas、Methyloglobulus、Sphingopyxis和Klebsiella是饮用水快速砂滤池中降解微量有机污染物的关键菌.     

Knowledge gain and behavioral change in citizen-science programs

Citizen-science programs are often touted as useful for advancing conservation literacy, scientific knowledge, and increasing scientific-reasoning skills among the public. Guidelines for collaboration among scientists and the public are lacking and the extent to which these citizen-science initiatives change behavior is relatively unstudied. Over two years, we studied 82 participants in a three-day program that included education about non-native invasive plants and collection of data on the occurrence of those plants. Volunteers were given background knowledge about invasive plant ecology and trained on a specific protocol for collecting invasive plant data. They then collected data and later gathered as a group to analyze data and discuss responsible environmental behavior with respect to invasive plants. We tested whether participants without experience in plant identification and with little knowledge of invasive plants increased their knowledge of invasive species ecology, participation increased knowledge of scientific methods, and participation affected behavior. Knowledge of invasive plants increased on average 24%, but participation was insufficient to increase understanding of how scientific research is conducted. Participants reported increased ability to recognize invasive plants and increased awareness of effects of invasive plants on the environment, but this translated into little change in behavior regarding invasive plants. Potential conflicts between scientific goals, educational goals, and the motivation of participants must be considered during program design.     

华南滨海小流域降雨入渗对地下水的补给分析

以华南滨海小流域——中山大学滨海水循环试验基地(试验基地)作为研究区,在对该流域地下水和雨水分别进行采样、实验分析的基础上,利用氯量平衡法(CMB)与地下水动态法计算了该流域的降雨入渗补给系数与给水度。研究发现,试验基地地下水主要受降雨补给,地下水埋深在雨季(4—9月)、旱季(10—3月)的变动范围大致为0～1.5 m与0～0.5 m。根据CMB计算结果,补给区、中间区雨季降雨入渗补给系数分别为旱季的1.3～1.6倍和1.3～2.0倍,且补给区大于中间区(M5井除外)。利用地下水动态法计算次降雨入渗补给系数,所得雨季、旱季的均值(7.6%和4.6%)与CMB计算结果(7.7%和5.3%)较为接近。给水度、雨强与入渗补给系数均存在一定的线性关系。将地下水埋深分别与降雨入渗补给量及潜水蒸发量进行多项式拟合对比,发现降雨入渗对地下水的最大入渗补给埋深约为2.3 m,当埋深为3.1 m时,地下水可获得最大净补给量。     

进出水方式对高负荷浅层渗滤净化生活污水效果的影响

为研究农村分散住户用水不均匀和排放泵井运行不连续条件下高负荷地下浅层渗滤系统的净化效果,建立渗滤试验柱,以实际生活污水为进水,在12.5 cm.d-1日均水力负荷下,比较连续进水、间歇进水和自由排水、间歇排水对实际生活污水净化效果的影响。结果表明,各渗滤柱对NH4+-N的平均去除率均大于96%。对COD的平均去除率为41.2%～67.7%,其中采用间歇进水、间歇排水方式的渗滤柱去除率最低,但出水仍可达到GB8978—1996《污水综合排放标准》中二级标准。各渗滤柱对TN的平均去除率为17.5%～37.2%,其中采用间歇进水、间歇排水的渗滤柱平均去除率最高,表明强化反硝化作用是提高脱氮效率的主要途径。对TP的平均去除率为51.0%～78.0%,其中采用连续进水、间歇排水的渗滤柱平均去除率最高,表明延长污水停留时间、增加与填料的接触面积能增强对TP的去除效果。间歇进水、间歇排水方式下,渗滤柱对COD的去除效果有所下降,但是对N、P营养盐的综合去除效果最好。     

基于一体化运营综合能源企业智能应急救援技术研究*

为解决综合能源企业集团生产区域集中、多种业态并存的现状下,应对多灾耦合、区域协同、快速救援处置需求问题,提出构建“构架一体系统共用、数据入湖实时获取、GIS数据动态调用”的智能管控系统,运用多灾事故耦合协同处置、数字结构预案辅助决策和处置情景构建救援演练等技术,达到“集团总部—产业实体—生产单位—作业单元”的点、线、面虚拟集成统一先期处置网络。研究结果表明:生产安全事故应急救援“基础管理健全、3级联动响应、全域覆盖网络、资源实时共享、培训演练规范、力量快速投放”等6个方面的能力得到提升,为综合能源企业安全生产和应急管理决策支持提供新的可行性方案。     

农药残留速测技术研究进展

本文综述了国内外农药快速检测技术的研究状况。在速测技术中 ,色 -质联用分析法已发展得比较成熟 ,所得结果比较可靠 ,但该法的测定时间仍较长 ;免疫分析法具有简单、快速、价廉、特异性高、需样品量少等优点 ;生物传感器法更方便、快捷。     

活性炭应用测试新技术——微型快速穿透实验

进行了微型快速穿透(MCRB)实验与中小型、小型传统穿透实验方法的对照实验,结果表明,MCRB实验适用于模拟大型活性炭床的穿透情况,预测处理费用以及精选活性炭.MCRB实验加快了实验速度,避免了传统穿透实验中常见的问题.空床接触时间(EBCT)、活性炭粒径对MCRB实验有一定影响.使用粒径120～180目的活性炭,MCRB实验的压力一般小于3.03×10⁵Pa.MCRB实验对2,4-二氯苯酚(2,4-DCP)和甲基叔丁基醚(MTBE)模拟废水的吸附处理获得合理的研究结果.     

人工快速渗滤系统的工程应用

通过工程实例讨论了人工快速渗滤系统(CRI)的工艺过程和处理效果,结果除总磷外,处理生活污水其出水CODCr为5. 0～2 6 . 0mg L ,SS为1 .7～10. 0mg L ,NH3 N为0 . 30～2 .31mg L ;处理受污染的河流水时,其出水CODCr为8. 0～2 6 . 0mg L ,BOD5为1. 0～6 . 0mg L ,SS为2. 0～6 .0mg L ,NH3 N为0 . 17～2. 5 4mg L ,均能达到相应的处理要求,是值得推广的一项新型处理工艺。