用改性海泡石处理含磷废水

以海泡石为原料,经盐酸活化、水热活化,再加入氯化镁、氯化铁复合制得除磷剂原粉;再用聚氯乙烯将除磷剂原粉黏合成粒状除磷剂。用粒状除磷剂对废水中的磷（PO4^3-）进行吸附、洗脱,考察除磷剂的循环使用性能。实验结果表明：除磷剂对废水中磷的吸附容量可达92m g/g以上;以碳酸钠为洗脱剂,磷的洗脱率可达90%以上;除磷剂可重复使用,且性能优良。     

用造纸污泥制备改性木质素磺酸钠

以甲醛作改性剂，用造纸污泥制备改性木质素磺酸钠，通过正交实验考察了各种因素对改性木质素磺酸钠减水性能的影响。实验结果表明：木质素磺酸钠进行羟甲基化反应时，在10g粗品木质素中加入甲醛7mL、反应温度为45℃、反应液pH为10—11的最佳条件下，改性木质素磺酸钠的减水率为25．2％。经测试，改性木质素磺酸钠的各项性能指标均达到普通减水剂的国家标准要求。     

漂粉精生产过程中危险有害因素分析

通过对天津市漂粉精生产企业进行研究,分析了漂粉精生产过程可能存在的危险有害因素是尘毒、火灾、爆炸、灼伤、机械伤害等,并针对上述危险有害因素提出相应的防毒,防火防爆,防灼伤,防机械伤害等安全技术措施及安全管理措施.     

微波消毒技术在医疗废物处理中的应用

本文通过对微波技术的调查,全面总结了医疗废物微波消毒系统的机理、设备组成、影响消毒效果的主要因素、设备的优越性和人体保护注意事项等。     

BACTERIAL RELATIONSHIPS IN STORMWATERS1

ABSTRACT: Data were developed within a three-year period for indicator bacteria and three species of bacterial pathogens following rural storm event hydrographs. The first flush concept was confirmed in all hydrographs. Bacterial density peaking occurred at or before the hydrograph peaks. FC and FS values were higher in more developed areas than the primary rural test site and their numerical ratios followed similar trends. Chlorine demand of storm waters varied between 8 and 16 mg/l and, the ozone requirement was greater than 32 mg/l in the same waters. Aftergrowth of total coliform bacteria occurred following chlorine and ozone doses of 16 mg/l and 32 mg/l respectively. Fecal coliform, fecal streptococci, Salmonella sp., and Pseudomonas sp. all were reduced to near detectable limits by the disinfectants up to 8 days. Staphylococcus sp. demonstrated a propensity to restablish their populations. Multiple regression analysis of the bacterial groups and species in storm waters suggested the fecal streptococci to have been the most useful group in evaluating bacterial storm water quality, with staphylocci have been closely related insofar as their statistical significance was concerned.     

PEM式臭氧消毒在地上游泳池水处理中的应用

采用臭氧法水处理系统对地上游泳池的循环水进行灭菌消毒,研究了臭氧用量、循环水流量和运行时间等因素对臭氧法灭菌效果的影响。结果表明,3组PEM臭氧发生器应用于21.2 m3的地上游泳池,在4 m3/h的循环水流量下运行12 h后,水中的细菌总数与大肠杆菌群数达到国家标准,去除率均在99%以上。与盐电解法水处理系统相比较,臭氧法水处理系统的优势在于:杀菌快速高效、出水水质的理化指标较好和运行费用低廉。     

Comparison of inclined plate sedimentation and dissolved air flotation for the minimisation of subsequent nitrogenous disinfection by-product formation

The formation of disinfection by-products (DBPs), including both nitrogenous disinfection by-products (N-DBPs) and carbonaceous disinfection by-products (C-DBPs), was investigated upon chlorination of water samples following two treatment processes: (i) coagulation-inclined plate sedimentation (IPS)-filtration and (ii) coagulation-dissolved air flotation (DAF)-filtration. The removal of algae, dissolved organic nitrogen (DON), dissolved organic carbon (DOC) and UV₂₅₄ by coagulation-DAF-filtration was superior to coagulation-IPS-filtration. On average, 53%, 53% and 31% of DOC, DON and UV₂₅₄ were removed by coagulation-DAF-filtration process, which were higher than 47%, 31% and 27% of that by coagulation-IPS-filtration process. Additionally, coagulation-IPS-filtration performed less well at removing the low molecular weight organics than coagulation-DAF-filtration process. The concentrations of chloroform, dichloroacetamide (DCAcAm) and dichloroacetonitrile (DCAN) formed during chlorination after coagulation-DAF-filtration reached their maximum values of 13, 1.5 and 4.7 μg L⁻¹, respectively, and were lower than those after coagulation-IPS-filtration with the maximum detected levels of 17, 2.9 and 6.3 μg L⁻¹. However, the trichloronitromethane (TCNM) concentration after the two processes was similar, suggesting that DON may have less of a contribution to TCNM formation than DCAcAm and DCAN.     

Photocatalytic bacterial inactivation by polyoxometalates

The photocatalytic inactivation (PCI) of Escherichia coli (Gram-negative) and Bacillus subtilis (Gram-positive) was performed using polyoxometalate (POM) as a homogeneous photocatalyst and compared with that of heterogeneous TiO₂ photocatalyst. Aqueous suspensions of the microorganisms (10⁷–10⁸ cfu ml⁻¹) and POM (or TiO₂) were irradiated with black light lamps. The POM-PCI was faster than (or comparable to) TiO₂-PCI under the experimental conditions employed in this study. The relative efficiency of POM-PCI was species-dependent. Among three POMs (H₃PW₁₂O₄₀, H₃PMo₁₂O₄₀, and H₄SiW₁₂O₄₀) tested in this study, the inactivation of E. coli was fastest with H₄SiW₁₂O₄₀ while that of B. subtilis was the most efficient with H₃PW₁₂O₄₀. Although the biocidal action of TiO₂ photocatalyst has been commonly ascribed to the role of photogenerated reactive oxygen species such as hydroxyl radicals and superoxides, the cell death mechanism with POM seems to be different from TiO₂-PCI. While TiO₂ caused the cell membrane disruption, POM did not induce the cell lysis. When methanol was added to the POM solution, not only the PCI of E. coli was enhanced (contrary to the case of TiO₂-PCI) but also the dark inactivation was observed. This was ascribed to the in situ production of formaldehyde from the oxidation of methanol. The interesting biocidal property of POM photocatalyst might be utilized as a potential disinfectant technology.     

聚乙二醇和海藻酸钠混合固定化硝化细菌研究

采用聚乙二醇(PEG)和海藻酸钠(SA)作为混合固定化载体材料对硝化细菌进行包埋固定化.结果表明,PEG和SA质量分数分别为6％和4％时,其溶液黏稠度、成球效果及机械强度、传质性能等方面都均为最佳.另外,固定化小球扫描电镜显示球体为外密内疏的结构,这满足体内细胞泄漏少、外面细胞难以进入的条件.将所得最佳性能的固定化小球与游离菌体进行模拟废水降解对比试验,经过7d处理后废水中氨氮和亚硝态氮质量浓度都明显下降,且固定化颗粒的降解率要明显高于游离菌株,此时氨氮的去除率为90％,亚硝态氮去除率为80％.     

Application of cavitational reactors for water disinfection: current status and path forward

Cavitational reactors are a novel and promising form of multiphase reactors, based on the principle of release of large magnitude of energy due to the violent collapse of the cavities. An overview of cavitational reactors in the specific area of water disinfection, in terms of the basic mechanism, different reactor designs including recommendations for optimum operating parameters and applicability of the cavitation phenomena for disinfection of different micro-organisms have been presented. A design of a pilot scale sonochemical reactor has been presented, which forms the basis for development of industrial scale reactors. Economic analysis for comparison of cavitation phenomena with other conventional techniques of disinfection has been discussed. It appears that though cavitation is quite successful in treatment of water at laboratory scale operations, comparatively higher cost of treatment as compared to the conventional chemical methods is a hindrance in its industrial scale application. Intensification of cavitational activity and efficient design of industrial scale hydrodynamic cavitation reactors is required for ensuring successful application of cavitational reactors at industrial scale operation.