聚合氯化铝-高锰酸钾-羟基氧化铁复合强化混凝微污染原水

选用聚合氯化铝（PAC）与高锰酸钾、羟基氧化铁进行复配,强化混凝处理微污染原水。研究了复合混凝剂投加量、反应时间、进水pH、进水有机物浓度等对混凝效果的影响及絮体的沉淀性能。结果表明,PAC-KMnO4-β-FeOOH三元复合混凝剂具有显著的强化混凝效果,与相同条件下单投PAC及PAC-KMnO4二元复合混凝相比,TOC去除率分别提高了30%与20%。达到相同的浊度去除效果,三元复配混凝剂可缩短27%~50%的反应时间,减少65%~75%的沉淀时间。进水pH、有机物浓度在一定范围内变动时,PAC-KMnO4-β-FeOOH三元复合混凝剂对浊度与TOC的去除率均高于单投PAC的处理效果,三元复合混凝剂具有较强的抗水质变化冲击能力。     

催化臭氧氧化去除垃圾渗滤液中难降解有机物的研究

研究了Fe(Ⅱ),Mn(Ⅱ),Cu(Ⅱ)作用下,均相催化臭氧氧化去除垃圾渗滤液中高浓度的腐殖质.分析催化剂用量、溶液pH值对腐殖质催化臭氧氧化降解的影响.结果表明,与单纯臭氧氧化比较,催化臭氧氧化对UV254和色度去除率无明显改善,但可明显提高以TOC和CODCr表征的有机物去除率;当投加催化剂过量时,以TOC和CODCr表征的有机物去除率虽降低,但仍有促进作用.但Fe2 的过量投加将明显抑制UV254和色度的去除效果.在碱性条件下,催化臭氧氧化法具有更好的去除效果.三种催化剂催化效果为Cu(Ⅱ)＞Mn(Ⅱ)＞Fe(Ⅱ).采用Cu(Ⅱ)催化臭氧氧化处理实际渗滤液生化处理出水,对CODCr,色度和UV254都显示出较好的去除效果.     

UV/H_2O_2技术对上海青草沙水源水砂滤后溴酸根和三卤甲烷的生成控制

针对含溴离子(Br-)的上海某水厂滤后水的高级氧化处理,考察了紫外/过氧化氢(UV/H_2O_2)技术对UV254和总有机碳(TOC)的削减效率、控制消毒副产物溴酸根(Br O-3)和三卤甲烷(THMs)的生成情况,同时研究了水中溴离子(Br-)浓度的改变对UV/H_2O_2处理效果的影响.结果表明,UV/H_2O_2处理工艺不产生Br O-3;500 m J·cm-2的UV剂量和5 mg·L-1H_2O_2投加量下,出水UV254和TOC分别降低了35%和21%;后续氯消毒过程中的THMs生成势随H_2O_2投加量的增加显著降低,500 m J·cm-2的UV剂量下,H_2O_2投加量为5 mg·L-1和10 mg·L-1时,THMs生成势的削减率分别为49.4%和79.9%;水中Br-浓度的改变不影响UV/H_2O_2工艺的运行效果;相比UV,UV/H_2O_2还可使9种农药的降解率提高50%—85%.因此,UV/H_2O_2在含Br-水源水深度处理方面有着较好的应用前景.     

UV-H2O2工艺对饮用水中 DMP的去除效果和影响因素

采用UV-H2O2工艺对饮用水中内分泌干扰物邻苯二甲酸二甲酯(DMP)的去除进行研究,结果表明,单独的UV或H2O2都不能有效氧化去除DMP;而UV-H2O2联用工艺对饮用水中DMP具有很好的去除效果.在原水DMP浓度为5.1496×10-3mmol·l-1(1.0mg·l-1)左右,UV光强133.9μW·cm-2,H2O2投加量20mg·l-1和反应时间60min条件下,DMP的去除率可达到97.8%.探讨了反应速率常数随影响因素变化的规律,其中H2O2浓度、pH值、DMP初始浓度和本底TOC值对该工艺去除DMP的影响较大.     

气浮中试工艺中若干运行参数

为找出气浮(DAF)工艺的最佳运行工艺参数,对影响气浮工艺出水效果较大的预处理条件、混凝剂投量、水力负荷、水力条件、回流比、刮渣周期等运行参数做了大量的中试试验研究,发现适当的预臭氧处理可以提高UV254的去除,预加氯可以提高对浊度和藻类的去除,预加高锰酸盐可以提高对浊度、藻类、嗅味和UV254等的去除,预加粉末活性炭可以提高对有机物、色度、嗅味的去除,混凝剂投量从10 mg/L增加到50 mg/L,气浮工艺对有机物的去除率提高了30%~40%,水力负荷越高气浮出水浊度越高,回流比越大气浮出水浊度越低,气浮池过长的刮渣周期也会降低出水水质。总之,合理调整气浮池的工艺参数,可以提高气浮出水水质,降低运行成本。     

活性炭吸附对生化出水中不同种类有机物的去除效果

研究活性炭吸附对城市污水生化出水中疏水酸、非酸疏水物质、弱疏水物质及亲水物质的去除效果,在静态吸附实验中,当活性炭投加量为0.3g·l-1时,达到吸附平衡后,对DOC和UV254的去除率可分别达到54%和76%,同时能够完全消除生化出水的生物毒性,活性炭吸附对疏水酸和亲水物质均有良好的去除效果,其DOC去除率分别达到50%和80%,对非酸疏水物质和弱疏水物质去除率相对稍低,DOC去除率分别为29%和28%,活性炭吸附对有机物的亲疏水性没有明显偏好.     

黄浦江原水中各类有机物在铝盐混凝过程中的去除效果

通过XAD-8/XAD-4吸附树脂联用技术将黄浦江微污染原水中溶解性有机物分为疏水酸、非酸疏水物质、弱疏水物质及亲水物质4类有机物,研究了铝盐混凝工艺对黄浦江水中4类有机物的去除效果.硫酸铝在最佳混凝条件下,即投加量为8 mg·l~(-1)(以Al计),pH=5.5时,水中的DOC和UV_(254)的去除率分别达到23%和32%.有机物的亲疏水性对混凝工艺有较大影响,混凝法倾向于优先去除水中疏水性有机物,而疏水性有机物的酸碱性对混凝工艺没有明显影响,酸性和非酸类疏水物质均能破混凝工艺所去除.疏水酸是水中最主要的三氯甲烷类消毒副产物的前体物质,混凝工艺对于三氯甲烷类消毒副产物有良好的控制作用,总体减少了 39%的生成量.而不同类的有机物之间,混凝工艺对消毒副产物控制效果不同,其中对疏水酸的控制三氯甲烷消毒副产物的效果最好,减少了63%的生成量,亲水物质的控制效果最差,三氯甲烷生成量仪减少了3%.疏水酸表现出比亲水物质更强的生物毒性,混凝工艺能明显降低原水的毒性.     

剩余污泥强化混凝气浮预处理煤气化废水

为解决低浑浊度煤气化含油废水混凝气浮药剂投加量大、效率低的问题,本文开展混凝剂污泥共投加提高气浮工艺除污染能力的研究.研究表明,剩余污泥的投加明显改善了混凝沉淀对油类污染物的去除,在剩余污泥投加量从0增加到1200 mg·L~(-1)时,含油量去除率由28.1%提升至44.1%.聚合氯化铝(PAC)、聚丙烯酰胺(PAM)和剩余污泥的最适宜投加量分别为150、2、1200 mg·L~(-1).A/O工艺二沉池剩余污泥强化混凝气浮效果最佳,充分气浮反应后对含油量的去除率由46%提升至84%,且气浮池油水分离区微气泡的稳定性得到明显改善.     

黄浦江支流富营养化原水的生物膜修复技术试验研究

采用气升式内循环蜂窝陶瓷反应器（IAL-CHS）对受污染黄浦江支流进行生物修复,反应器采用自然挂膜法低温启动挂膜,第9天就完成挂膜。经过5个月的运行,在HRT为1.03 h时,反应器对氨氮去除率达到84.8%～99.2%,水力负荷可达到33.68 m^3/（m^2·d）,氨氮容积负荷达到0.60 kg/（m^3·d）,氨氮去除速率能达到0.53 kg/（m^3·d）。对NO2--N、TP、CODCr、TOC、UV254、浊度的去除率分别为40.7%～69.9%、9.26%～27.1%、8.22%～41.1%、9.49%～29.8%、11.4%～19.5%、27.0%～62.8%。微生物镜检表明此反应器生物相丰富,生物量大。     

混凝-超滤预沉积对去除腐殖酸的影响

探索利用在膜表面经过混凝预处理,调节膜-颗粒物作用行为的机制,从而改进超滤膜的净水效果是本文的研究核心.研究通过将AlCl_3及Al_(13)两种混凝剂形成的絮体以自然沉降的方式预先沉积在超滤膜表面,考察了对腐殖酸(HA)的去除情况及膜的净水行为.结果表明,使用Al_(13)混凝剂在膜表面沉积的絮体能更好的去除HA,并在一定程度上缓解膜污染,而使用AlCl_3则会加强膜污染现象.随着Al_(13)混凝剂投加量从0.08 mmol·L~(-1)增加到0.18 mmol·L~(-1)时,对HA的去除率也从26%升高到34%,并在超滤膜表面形成预沉积层.在较高投加量0.18 mmol·L~(-1)时,Al_(13)混凝剂在膜表面形成的絮体分形维数(2.45)较AlCl_3(2.29)大,但Al_(13)形成的絮体粒径(300 nm)小于AlCl_3形成的絮体粒径(600 nm),致使在膜表面形成的沉积层相对致密.Zeta电位分析结果表明,Al_(13)混凝剂较AlCl_3混凝剂具有更高的正电荷,较易吸附负电性的HA分子,因此去除HA效果更好,提高膜通量程度更大.     

Differences in the rainwater composition on two consecutive days

The relationship between the rainwater composition on two consecutive rain days was analyzed. Logrono, a remote station in the North of Spain was chosen for the analyses. The concentration of the major ions in the rainwater of the first rain day is linearly related to the concentration of the second rain day except for those ions whose source is the soil (Ca²⁺ and Mg²⁺). These ions are related to SO₄ ^2? and NO₃ ^? in the first rain day, but not in the second.     

砂柱对济南城市屋面雨水径流净化效果的试验

针对屋面雨水回灌裂隙岩溶含水层要求快速量大和水质要求高的特点,设计了相适宜的砂滤柱.采用室内砂滤试验研究了济南市屋面雨水径流回灌裂隙岩溶含水层之前的雨水净化效果.结果表明,砂柱对屋面雨水径流污染物有明显的去除效果,浊度的平均去除率达到87%,悬浮物的平均去除率达到70%以上,对色度、挥发酚、Pb和Zn也有一定的去除效果,对NH3-N、NO2-N的去除效果较差.浊度、色度和悬浮物等大部分污染物的去除主要集中在上层完成,因此,砂柱的上层需要定期更换.     

Organic composition in the dry season rainwater of Guangzhou, China

This paper reports the results from a study of the organic composition of rainwater collected at Tianhe district of Guangzhou city, P.R. China, during the dry season. Several special setups of a pyrex bottle with a glass funnel were used for the collection of the rainwater. Three fractions (aliphatics, PAHs and fatty acids) were separated from the total extracted organic compounds and identified with GC-MS. The molecular diagnostic ratios were utilized for the source reconciliation. The aliphatic hydrocarbon and the biomarkers (triterpanes and steranes) distribution show a characteristic of the petrochemical source in the rainwater samples. The PAHs diagnostic ratios [e.g. MP/P, MPI, Fl/ (Fl + Py)] indicated vehicular emissions. The fatty acids ratios (e.g. C_18:1/C_18:0 and C_18:2/C_18:0) reflect the contribution of cooking emissions, while the higher plant waxes play little part. Moreover, the values of MP/P, MPI, BaA/(BaA + CT) and BeP/(BeP + BaP) reflected the origin of the long-distance transportation to some extent. On the whole, for the dry season rainwater, all molecular diagnostic ratios indicated the complexity of the organic composition of the rain, which have the characteristics of both a local emission contribution and a long-distance transportation contribution.     

珠江三角洲城市雨水的化学组成及其成因探讨

于2005—2007年间,基于降水过程监测分析了广州市和珠海市雨水的化学组成。结果表明,广州市雨水的pH值变化于3.32~7.03之间,平均值为4.35,众数约为4.15。珠海市雨水的pH值变化于3.38~6.49之间,平均值为4.51。雨水pH值随降水强度的减弱而降低,这决定于大气中水汽与酸性气体的接触时间。珠江三角洲城市雨水中所含主要离子依次是SO42-、NO3-、NH4＋、Ca2＋、Cl-。雨水的酸化与降水过程密切相关。降雨初期雨水比中后期雨水的pH值高,揭示降雨初期大气中的粉尘颗粒有效中和雨水的酸度。多天连续降水天气对大气尘埃的清洗作用明显,但是持续的SO2和NOx排放更容易使雨水酸化。滨海城市降水初期雨水的电导率上升较快（可以从小于1μS.cm-1上升到20~30μS.cm-1）,随着降水时间的延长雨水的电导率以较慢的速率上升。     

Observations and analytical modeling of freshwater and rainwater lenses in coastal dune systems

Observations are reported on (i) groundwater recharge rates under various types of vegetation as measured with megalysimeters in the dunes, (ii) freshwater lenses along the Dutch North Sea coast in the early 1900s, and (iii) rainwater lenses that develop on top of laterally migrating, artificially recharged riverwater. Subsequently analytical methods are presented to estimate annual natural groundwater recharge as function of rainfall and vegetation, and to calculate the size, shape and transition zone of freshwater lenses on saline groundwater and rainwater lenses on infiltrated riverwater. An empirical correction factor, based on the hydraulic resistance of an aquitard within the freshwater lens, is proposed to account for the frequently observed reduction of the Ghyben-Herzberg ratio of 40. This factor raises the groundwater table, reduces the depth of the fresh/salt interface and increases the lens formation time. The suite of methods offers a tool box for knowledge based water management of dune systems, by rapidly predicting: (i) more or less autonomous changes due to sealevel rise, climate change and vegetation development; and (ii) the potential (side) effects of interventions. Knowing what happened or will happen to the fresh water lens or a rainwater lens is important, because changes impact on important natural habitat parameters such as salinity, depth to groundwater table, decalcification rate (and thus on pH, Ca/Al, PO₄, NH₄) and nutrient availability, and on drinking water supply. The analytical models are applied to predict effects of sealevel rise, coastal progradation, vegetation changes, and increased temperature of coastal air and river water to be infiltrated.     

Total peroxides in rainwater at two mountainous sites and in Mexico City,Mexico

Rainwater samples were collected in the western sector of Mexico City (MC) and at Rancho Viejo (RV), 80 km west-south-west of MC, from 2001 to 2005, and Orizaba City (OC), about 90 km from the Gulf of Mexico, where rainwater collections were only possible on some weekends in 2001. Rainwater samples were treated in the field, and analysed by fluorescence at the laboratory. The volume-weighted mean concentration (VWMC) of H₂O₂ was 13.2 μM at RV, and 11.2 μM in MC, for the period 2001–2005. The highest VWMC was observed in OC (21.6 μM). The VWMCs for each year were 9.5, 14.4, 11.5, 16.7, and 14.3 μM at RV, and 12.2, 12.2, 14.3, 11.8, and 9.9 μM in MC, for 2001–2005, respectively. Hydrogen peroxide in rainwater correlated significantly and negatively with sulfate in both MC and RV, but not, however, in OC. This study confirmed that H₂O₂ concentration in rainwater is controlled by a complex combination of rain intensity, washout processes and in-cloud formation of H₂O₂, acting simultaneously. This was suggested by the fact that rain intensity seemed to predominate in certain rain fractions of a rain event, while washout processes seemed to predominate in other fractions of the same rain event.     

Cation exchange resin supported nanoscale zero-valent iron for removal of phosphorus in rainwater runoff

Self-made cation exchange resin supported nanoscale zero-valent iron （R-nZVI） was used to remove phosphorus in rainwater runoff. 80% of phosphorus in rainwater runoff from grassland was removed with an initial concentration of 0.72 mg. L-1 phosphorus when the dosage of R-nZVl is 8 g per liter rainwater, while only 26% of phosphorus was removed when using cation exchange resin without supported nanoscale zero-valent iron under the same condition. The adsorption capacity of R-nZVI increased up to 185 times of that of the cation exchange resin at a saturated equilibrium phosphorous concentration of 0.42 mg. L-1. Various techniques were implemented to characterize the R-nZVI and explore the mechanism of its removal of phosphate. Scanning electron microscopy （SEM） indicated that new crystal had been formed on the surface of R-nZVI. The result from inductive coupled plasma （ICP） indicated that 2.1% of nZVI was loaded on the support material. The specific surface area was increased after the load of nanoscale zero-valent iron （nZVI）, according to the measurement of BET-N2 method. The result of specific surface area analysis also proved that phosphorus was removed mainly through chemical adsorption process. X-ray photoelectron spectroscopy （XPS） analysis showed that the new product obtained from chemical reaction between phosphate and iron was ferrous phosphate.     

Investigation of migration rule of rainwater for sponge city roads under different rainfall intensities

Environmental Geochemistry and Health - Urban development and climate change have led to severe waterlogging in cities. To study the degree of mitigation of urban waterlogging using the design of...     

中西部三城市降水化学特征及变化趋势比较分析

在以往的文献中,多见对某个城市或地区一段时间内的降水化学特征的分析研究,少见对多个城市连续多年的降水化学特征的比较分析,文章对三个城市降水的变化特征、离子组分及变化趋势进行了比较分析,结果表明,中西部城市酸雨污染呈现不同类型,郑州为非酸雨区,成都市、长沙市两个城市为酸雨区,酸雨强度:长沙＞成都＞郑州,酸雨污染正在逐步改善;中西部城市降水化学组成呈现基本相同的特征,阴离子的含量最大的离子为SO42-,阳离子的含量最大的前两项离子为NH4 和Ca2 ,降水总离子浓度的变化趋势是成都为上升趋势、郑州无明显趋势、长沙为下降趋势;中西部城市污染类型正在由燃煤型污染向混合型污染转变;酸雨的形成受多种因素影响,不能确认酸雨城市比非酸雨城市空气污染严重.