几种聚电解质的合成及絮凝性能研究

合成了５种水溶性聚电解质：①丙烯酰胺－二甲基二烯丙基氯化铵共聚物（ＡＭ－ＤＭ）；②丙烯酰胺－三甲基烯丙基氯化铵共聚物（ＡＭ－ＴＭ）；③水解聚丙烯酰胺（ＨＰＡＭ）；④阳离子化聚丙烯酰胺（ＣＰＡＭ）和⑤丙烯酰胺－二甲基二烯丙基氯化铵－丙烯酸（ＡＭ－ＤＭ－ＡＣ）共聚物。对它们的结构进行了红外表征，并就絮凝能力进行了研究。结果表明：５种聚合物均具有絮凝能力且出现两个聚沉点，絮凝能力与聚合物的链结构有关。     

Formation of ferric flocks to remove for the removal of Zn and Cu from dockyard wastewater

Wastewater from wash down of boat hulls contains typically Cu, Zn and organometallic biocides, e.g. tributyltin (TBT). In some cases this wastewater is led directly into the marine system. In the present paper, a cheap flocculation method (iron flocculants) for removal of Cu and Zn from the wastewater is investigated and the method was shown successful. TBT concentration in a sample from a German dockyard was also decreased during flocculation, but the TBT removed was already associated with small particulates in the original sample. Low concentrations of heavy metals were obtained by flocculation: <0.05 mg Cu/l and 0.2 mg Zn/l. An erratum to this article can be found at     

Analysis of floc morphology in a continuous-flow flocculation and sedimentation reactor

The floc morphology was investigated in a continuous-flow reactor, in order to understand the evolution of flocs in practical flocculation and sedimentation processes in water utilities. Kaolin-humic acid suspension was used as the test water, and polyaluminum chloride was chosen as the coagulant. An in-situ recognition system was applied to analyze the floc size, boundary fractal dimension, and eccentricity ratios. Particle numbers and turbidity were also determined in the sedimentation stage. At a coagulant dose of 1 mg/L as Al, the average floc size increased from 62 to 78 μm and the boundary fractal dimension was around 1.14, suggesting that flocs were compact and continuously grew during the entire flocculation process. However, with the dose increased to 5 mg/L, the average floc size decreased and stabilized at around 65 μm, with the fractal dimension of 1.20. It can be concluded that the excess coagulant doses resulted in the formation of chain-shaped, lower density, and more branched structure flocs, thereby restricting flocs' further growth in the subsequent flocculation. Floc morphology analysis suggested that charge neutralization dominated in the initial flocculation stage, then the bridge and sweep mechanisms were dominant in the subsequent flocculation. In addition, compared with the traditional inclined plate settler, a novel V-shaped plate settler introduced in this study had an advantage in small size floc(less than 5 μm) removal. The V-shaped region could promote aggregate restructuring and re-flocculation; therefore, the V-shaped plate settler provides an alternative method for sedimentation.     

含盐废水电渗析膜分离处理工艺研究

在水资源日益紧张、含盐废水排放量日益增多的大趋势下,寻求经济有效的含盐废水处理技术已成为重要的研究课题。以厦门某食品企业水产品加工腌泡环节含盐废水为研究对象。含盐废水经氨水沉淀、离子交换树脂软化处理,废水中钙镁离子被有效脱除,出水钙镁质量浓度已经降为10．4mg·L-1,达到软水水质标准。软化后的废水经4‰聚丙烯酰胺（PAM）絮凝并通过活性炭吸附,污染密度指数值（SDI）降低至0．41,完全达到膜分离装置进水水质的要求。预处理液再经电渗析膜进一步浓缩分离后,氯化钠质量浓度可由7351mg·L-1提升到78156mg·L-1,对盐分浓缩了10倍以上,达到废水和盐分的处理回收利用。本处理工艺流程简洁,药耗少、能耗低,比较适合小规模含盐废水的综合处理。     

包埋固定化菌去除絮凝余水中氨氮的研究

研究采用聚乙烯醇（PVA）为载体的包埋固定化微生物处理低浓度氨氮絮凝余水,较短的水力停留时间（HRT）成功实现了氨氮的去除,在HRT为3h之内从地表水环境质量V类水标准以外达到了I类水标准,同时该菌对CODCr也有一定的去除能力,并系统的研究了HRT、颗粒填充率对絮凝余水处理效果的影响。     

榆树皮提取液絮凝作用的实验研究

研究了榆树皮提取液的絮凝性能,其结果表明Fe3+可以显著地提高榆树皮提取液对硅藻土悬浊液的絮凝活性。当质量浓度10 g/L的榆树皮提取液用量为0.3 mL,质量浓度16 g/L的FeCl3溶液(溶质以FeCl3.6H2O计)加入量为0.7 mL,沉降时间为3 min,pH值为5～11时具有良好的絮凝效果,对模拟废水的絮凝率可达97.2%,低浓度河水86.4%。当榆树皮提取液用量为0.6 mL,FeCl3溶液加入量为1.4 mL时,对高浊度生活污水絮凝率可达92.7%。     

Influence of zeta potential on the flocculation of cyanobacteria cells using chitosan modified soil

Using chitosan modified soil to flocculate and sediment algal cells has been considered as a promising strategy to combat cyanobacteria blooms in natural waters. However, the flocculation efficiency often varies with algal cells with different zeta potential (ZP) attributed to different growth phases or water conditions. This article investigated the relationship between ZP of Microcystis aeruginosa and its influence to the flocculation efficiency using chitosan modified soil. Results suggested that the optimal removal efficiency was obtained when the ZP was between − 20.7 and − 6.7 mV with a removal efficiency of more than 80% in 30 min and large floc size of > 350 μm. When the algal cells were more negatively charged than − 20.7 mV, the effect of chitosan modified soil was depressed (< 60%) due to the insufficient charge density of chitosan to neutralize and destabilize the algal suspension. When the algal cells were less negative than − 6.7 mV or even positively charged, a small floc size (< 120 μm) was formed, which may be difficult to sink under natural water conditions. Therefore, manipulation of ZP provided a viable tool to improve the flocculation efficiency of chitosan modified soil and an important guidance for practical engineering of cyanobacteria bloom control.     

Flocculation model of cohesive sediment using variable fractal dimension

A new flocculation model using variable fractal dimension is proposed and validated with several experimental data and an existing model. The proposed model consists of two processes: aggregation and breakup due to flow turbulence. For aggregation process, the aggregate structure is considered to have the characteristic of self-similarity, the main concept of fractal theory. Under this assumption, a variable fractal dimension instead of a fixed one adopted by previous studies is utilized here for general cohesive sediment transport. For breakup, similar concept is adopted in a more empirical manner because breakup is too abrupt to entirely apply the concept of variable fractal dimension. By a linear combination of the formulations for aggregation and breakup processes, a flocculation model which can describe the temporal evolution of floc size is obtained. Flocculation model using variable fractal dimension is capable of predicting equilibrium floc size when compared with several experimental data sets using different types of mud provided that empirical coefficients are calibrated. Through model-data comparison with Manning and Dyer (Marine Geology 160:147–170, 1999), it is also clear that some of the empirical coefficients may depend on sediment concentration. Model results for the temporal evolution of floc size are less satisfactory, despite model results shows a more smooth “S-curve” for the temporal evolution of floc size as compared with the previous model using fixed fractal dimension. The proposed model is limited to mono-size of primary particle and dilute flow condition. These other features shall be investigated as future work.     

壳聚糖及其衍生物在废水处理中的研究进展

天然高分子絮凝剂壳聚糖具有原料丰富、无毒、易于生物降解、价廉等优点 ,受到了国内外众多研究者的重视和开发应用。本文扼要介绍了国内近年来天然高分子絮凝剂壳聚糖及其改性产品在废水处理中的研究和应用情况。