组合型浮床生态系统的构建及其改善湖泊水源地水质的效果

研究开发了一种由水生植物、水生动物及微生物膜构建的组合型浮床生态系统.在野外条件下,考察了该浮床对富营养化湖泊水在静态条件下的净化效果.结果表明,20 d内TN、TP的去除率分别为83.7%和90.7%,透明度也有大幅提高.而且,组合型浮床系统对有机物尤其是难降解有机物的去除能力较强,在25 d内,对r-BHC、HE、DDE、DDD、DDT的去除率分别为25.2%、63.8%、42.1%、71.6%和27.6%,氯苯、阿特拉津的去除率达55.9%和72.1%.水生动物的代谢活动提高了有机物的生物可降解性和氮磷的植物可利用性.该新型浮床可用于水源地水质改善、污水净化生态工程、富营养水体的生态恢复等.     

武汉市居民区大气VOCs的污染特征和来源解析

于2016年7月-2017年6月在武汉市典型居民区对大气中101种挥发性有机物（VOCs）进行了监测,以便研究武汉市典型居民区周边VOCs的组成特征和变化规律,并探讨了其主要来源.结果表明,武汉市空气中VOCs的体积分数为（46.24±24.57）×10^-9,表现为烷烃>含氧有机物>烯烃>卤代烃>芳香烃.受交通排放影响烷烃的比例上午高于下午,1月机动车尾气为武汉市主要的VOCs排放源,夏季含氧类化合物浓度高于冬季,可能更多地受本地喷涂等溶剂使用行业和光化学反应生成的影响,5-9月表现出明显的生物源排放特征.利用正交矩阵因子分析（PMF）得到武汉市居民区大气VOCs主要有6个来源,分别为燃烧源、机动车尾气、工业排放、溶剂使用、汽油挥发和植物排放.其中,燃烧源、机动车尾气贡献比例最高,是该区域VOCs控制的重要排放源.     

餐饮源挥发性有机物(VOCs)排放特征及对臭氧生成的影响

餐饮排放是城市地区挥发性有机物（VOCs）重要的无组织来源,由于其排放特征复杂,是大气环境研究和管理的薄弱环节.本研究采用了现场和实验模拟两种采样方式,利用2,4-二硝基苯肼（DNPH）采样柱和不锈钢罐分别采集羰基化合物和全空气样品,然后利用高效液相色谱（HPLC）和气相色谱-质谱联用仪（GC-MS/FID）对116种组分进行定性定量分析.在此基础上,分析了餐饮源VOCs的排放特征及其影响因素.总体来看,含氧有机物（OVOCs）和烷烃是VOCs浓度的主要贡献者,但不同餐饮源的源谱特征差异较大.另外,通过比较发现食用油的种类、油的使用次数、加热方式、烹饪方式和调味料等因素会对餐饮源VOCs排放特征造成显著影响.进一步分析了不同菜系所排放VOCs的臭氧生成潜势（OFP）,关键组分主要是甲醛、乙醛、丁烯醛、乙烯和丙烯等.本研究成果能够补充我国餐饮源VOCs控制所需的基础数据.     

An innovative process to improve turbidity and Organics Removal by BAC filters

The turbidity criterion for the product water of a WTP according to the State Project ‘863＇ on the safeguard technology of drinking water in the southern areas of China is 0.1 NTU. The turbidity removal in the activated carbon filter was analyzed in a pilot-scale test and an innovative technology to improve the turbidity removal in a biologically activated carbon （BAC） filter was put forward in order to meet the criterion. Experimental results showed that the enhanced filtration by adding polymerized aluminium chloride （PAC） into the BAC filter was quite effective in turbidity control. The effluent turbidity was kept at a stable level （mean） of 0.033 NTU with a high removal of about 80% for influent turbidity of 0.110- 0240 NTU with an addition of PAC at 0.05 mg L^-1, meeting the requirement for filtrate turbidity equal to or less than 0.1NTUC totally. In addition, the larger the PAC dosage was, the lower the effluent turbidity was. However, further improvement of turbidity removal was not obvious for PAC dosages beyond 0.10 mg L^- 1, and an optimal PAC dosage in the range of 0.05 - 0.10 mg L^- 1 was proposed.     

不同丰枯情景下长江三角洲非通江湖泊(滆湖、淀山湖和阳澄湖)有色可溶性有机物组成特征

长三角地区大部分湖泊为非通江湖泊,地势低平,港汊及闸坝众多,水流宣泄不畅,水力滞留时间较长,加之周边地区城镇人口稠密.因此与水滞留时间短的通江湖泊相比,非通江湖泊的有色可溶性有机物(CDOM)来源和组成具有差异性.本文选取了3个重要的中型非通江供水湖泊——滆湖、淀山湖和阳澄湖,对枯水期、平水期、丰水期3种水文情景下CDOM组成结构变化特征进行分析,从而进一步揭示该类湖泊CDOM来源和对水文情景响应的内在机理.结果表明:滆湖、淀山湖和阳澄湖通过平行因子分析法得到2种类腐殖质(C1和C4)和2种类蛋白质(C2和C3),湖泊CDOM结构受到降雨事件和人类活动的双重影响.三个湖泊类蛋白质的高值在空间上主要集中在人类活动频繁的湖区,并且类蛋白质平均荧光强度与叶绿素a浓度相关性较差,说明湖泊类蛋白质组分受到内源藻类降解、外源人类生产生活排放双重作用的影响.三个湖泊类蛋白质的平均荧光强度和总氮浓度均在枯水期显著高于丰水期,说明降雨量的增加可以稀释湖泊有机质浓度;同时,陆源类腐殖质C1与溶解性有机碳、总氮、总磷、叶绿素a浓度呈显著正相关,并且随着降雨量增加,类蛋白质的占比逐渐降低,滆湖从86.84%降低至62.49%,淀山湖从96.53%降低至90.56%,阳澄湖从98.40%降低至96.26%,说明降雨事件也可以增强径流的冲刷作用,携带更多腐殖化程度高的陆源有机质进入湖泊.本研究发现降雨过程和人类活动共同作用于滆湖、淀山湖和阳澄湖CDOM库,研究结果可以为进一步保障太湖流域人类用水安全提供参考依据.     

Accumulation Conditions of Organic Matter during the Deposition of Black Shales of the Buxin Formation (Early Paleogene) in the Sanshui Basin, South China

Analyses of organic carbon, nitrogen, sulfur and iron have been performed in order to understand sources and preservation of organic matter in black shale of the Buxin Formation (Early Paleogene) from the Sanshui Basin. The C/N ratios show that the organic matter is characterized by a mixture of terrestrial and phytoplanktonic contributions. The relative importance of different sources depend on climate conditions and most of organic matter is of terrestrial origin. The relationships between C, S and Fe indicate that the brackish environment with alternation of anoxia and low-O2 developed in the bottom waters during the deposition of these organic-rich sediments as a result of a mixed setting of thermal stratification and salinity stratification, the latter being the consequence of intermittent sea water incursion. Bacterial sulfate reduction is the most effective early diagenesis affecting the preservation of organic matter. The intensity of sulfate reduction is related to the relative proportion of met     

夏季丰水期河流输入对太湖有色可溶性有机物的贡献

结合2008年夏季丰水期对太湖上游直湖港、大浦河、长兜港3条河流有色可溶性有机物(CDOM)吸收和三维荧光的测定分析,探讨了夏季丰水期时河流输入对太湖中CDOM的贡献.3条河流中直湖港CDOM浓度最高,大浦河次之,长兜港最低,反映了太湖北部外源河流污染物输入大于西南部.3条河流内CDOM吸收α(355)的均值为(4.7...     

长江口外海域沉积物中有机物的来源及分布

The spatial distribution patterns of total organic carbon and total nitrogen show significant correlations with currents of the East China Sea Shelf. Corresponding to distributions of these currents, the study area could be divided into four different parts. Total organic carbon, total nitrogen, and organic carbon and nitrogen stable isotopes in sediments show linear correlations with mean grain size, respectively, thus ＂grain size effect＂ is an important factor that influences their distributions. C/N ratios can reflect source information of organic matter to a certain degree. In contrast, nitrogen stable isotope shows different spatial distribution patterns with C/N and organic carbon stable isotope, according to their relationships and regional distributions. The highest contribution （up to 50%） of terrestrial organic carbon appears near the Changjiang Estuary with isolines projecting towards northeast, indicating the influence of the Changjiang dilution water. Terrestrial particulate organic matter suffers from effects of diagenesis, benthos and incessant inputting of dead organic matter of plankton, after depositing in seabed. Therefore, the contribution of terrestrial organic carbon to particulate organic matter is obviously greater than that to organic matter in sediments in the same place.     

污染在过滤场下的迁移

前言 在所有城市和近郊辖区，均设有用于储集城市污水沉淀物（OCB）的过滤场。城市污水沉淀物是地下水的污染源，其主要污染物是：尿素分解时产生的铵以及腐殖族的有机物。当地下水水位高出城市污水沉淀物的底面时，在大面积过滤场下形成厌氧条件。     

SMBR中污染物处理效率随污泥浓度变化的数学模型

以一体式膜生物反应器（SMBR）对生活污水进行处理，研究不同水力停留时间（HRT）条件下污泥浓度对有机物去除率的影响，并对所得试验数据进行曲线拟合，建立有机物去除率与污泥浓度的数学模型。试验结果表明：在溶解氧（DO）浓度为 2．0～3．0m g／L的条件下，HRT为3h、2h和 1h时，有机物去除率（η）随着污泥浓度的增大而增大，但当污泥浓度增大到 6000 m g／L时，η增大趋势逐渐减小，并趋于稳定。有机物去除率与污泥浓度的数学模型表明：有机物去除率（η）与水力停留时间（τ）、进水COD浓度（S0）和污泥负荷率（N S）等主要运行参数有关，并可以通过调节运行参数τ、S 0和 N S来达到所需要的COD去除率。