NO3-对二级出水DOM与Cu2+络合作用的光谱特性影响

利用三维荧光光谱法和紫外分光光度法,研究NO₃^-对二级出水DOM与Cu²⁺络合作用的光谱特性和络合能力的影响.随投加NO₃^-浓度增加,二级出水DOM与Cu²⁺络合作用后代表类蛋白质（类色氨酸）物质荧光峰消失,紫外吸收峰右侧红移.投加NO₃^-浓度与二级出水DOM和Cu²⁺络合作用后的HIX、α₃₀₀、α₂₅₀/α₃₆₅、E₃/E₄和UV₂₅₃/UV₂₀₃值呈显著正相关,与BIX显著负相关（r为-0.958~-0.719）,与S_240-400和S_275-295值分别呈指数增加和指数减少关系（R²分别为0.9678~0.9952和0.9965~0.9978）,对FI、α₃₅₀、α₃₅₅和S_350-400值影响较小.二级出水DOM中的紫外光类腐殖质、可见光类腐殖质和高激发波长类色氨酸物质与Cu²⁺作用后的条件稳定常数lgK分别为2.08~2.46,1.84~2.51,2.27~2.57L/mmol,配位荧光官能团比例分别为19.5%~36.5%、22.5%~33.3%和24.4%~29.2%.二级出水DOM中类腐殖质和类蛋白质与Cu²⁺的络合反应强度相差不大,且样品中NO₃^-浓度不同时,用部分荧光参数（HIX）和紫外参数（α₃₀₀、α₂₅₀/α₃₆₅、E₃/E₄、S_240-400和S_275-295）表示DOM的含量、分子性质存在一定的不确定性.     

Immobilization of activated sludge using improved polyvinyl alcohol （PVA） gel

The microbial immobilization method using polyvinyl alcohol(PVA)gel as an immobilizing material was improved and used for entrapment of activated sludge.The oxygen uptake rate(OUR)was used to characterize the biological activity of immobilized activated sludge.Three kinds of PVA-immobilized particles of activated sludge,that is,PVA-boric acid beads,PVA-sodium nitrate beads and PVA-orthophosphate beads were prepared,and their biological activity was compared by measuring the OUR value.The bioactivity of both autotrophic and heterotrophic microorganisms of activated sludge was determined using different synthetic wastewater media (containing 250 mg/L COD and 25 mg/L NH_4~ -N).The experimental results showed that the bioactivity and stability of the three kinds of immobilized activated sludge was greatly improved after activation.With respect of the bioactivity and the mechanical stability,the PVA-orthophosphate method may be a promising and economical technique for microbial immobilization.     

Copper biosorption on immobilized seaweed biomass： Column breakthrough characteristics

The biosorption of copper by the brown seaweed Sargassum baccularia,immobilized onto polyvinyl alcohol(PVA)gel beads, was investigated with fixed-bed experiments.Laboratory-scale column tests were performed to determine breakthrough curves with varying flow rates and feed concentrations.A theoretical fixed-bed model,known as the Bohart-Adams equation,was evaluated in simulating the experimental breakthrough curves.The Bohart-Adams model qualitatively predicted the breakthrough trends.PVA- immobilized seaweed biomass beads were amenable to efficient regeneration with aqueous solution containing the chelating agent ethylenediaminetetraacetic acid(EDTA).The biosorbent retained most of its original uptake capacity over three cycles of use.The excellent reusability of the biosorbent could lead to the development of a viable metal remediation technology.     

臭氧-曝气生物滤池组合工艺处理石化二级出水的试验研究

采用臭氧-曝气生物滤池组合工艺对石化废水厂二级出水进行深度处理,系统探讨了pH值对臭氧氧化单元的影响,组合工艺对废水中COD、UV254的去除效果,对废水中有机物相对分子质量分布以及荧光物质含量的影响.结果表明,在臭氧投加量为10 mg·L-1,接触时间为4 min,pH值偏碱性时,臭氧预氧化石化二级出水效果较好.臭氧氧化能将大分子有机物转化为小分子物质,使得相对分子质量小于1 000的有机物比例增加约15%,有效提高了废水的可生化性,有利于后续曝气生物滤池的运行.在曝气生物滤池的停留时间为3 h,气水比为3∶1时,组合工艺对COD、UV254的去除率分别达到40.8%和45.8%.在最佳运行条件下,进水平均COD为86.5 mg·L-1时,组合工艺出水平均COD为49.4 mg·L-1.     

Adsorption/desorption behavior between a novel amphoteric granular lignin adsorbent and reactive red K-3B in aqueous solutions

A novel amphoteric granular lignin adsorbent(AGLA) was prepared using magnesium lignosulfonate as a raw material which was provided by a straw sulfite pulp mill in Guangdong Province, China. A reactive dye(red K-3B) was used as an adsorbate to investigate the adsorption behavior by static and mobile ways. The removal of reactive red K-3B was found to be initially pH and concentration dependent.Moreover, an increase of solution temperature ranging from 5℃ to 60℃ helped to enhance the rate of intraparticle diffusion of adsorbate and changes in the size of the pores of the adsorbent and thus to reduce the adsorption time. The total breakthrough adsorption capacity was 531 mg/g, and the saturated adsorption capacity was 560 mg/g, which prevailed over the activated carbons evidently. The reactive red K-3B adsorbed on AGLA could be recovered with a mixture of alcohol, NaCI and HCI aqueous solutions. The recovery percentage could reach 92.4%.     

Viability of combining microalgae and macroalgae cultures for treating anaerobically digested piggery effluent

Algal phytoremediation represents a practical green solution for treating anaerobically digested piggery effluent(ADPE). The potential and viability of combining microalgae and macroalgae cultivation for the efficient treatment of ADPE were evaluated in this study.Bioprospecting the ability of different locally isolated macroalgae species illustrated the potential of Cladophora sp. to successfully grow and treat ADPE with up to 150 mg/L NH_4~+ with a biomass productivity of(0.13 ± 0.02) g/(L·day) and ammonium removal rate of(10.23 ± 0.18) mg/(L·day) NH_4~+. When grown by itself, the microalgae consortium used in this study consisting of Chlorella sp. and Scenedesmus sp. was found to grow and treat undiluted ADPE(up to 525 mg/L NH_4~+) with an average ammonium removal rate of 25 mg/(L·day) NH_4~+ and biomass productivity of(0.012 ± 0.0001) g/(L·day). Nevertheless, when combined together, despite the different cultivation systems(attached and non-attached) evaluated,microalgae and macroalgae were unable to co-exist together and treat ADPE as their respective growth were inversely related to each other due to direct competition for nutrients and available resources as well as the negative physical interaction between both algal groups.     

基于达标保证率的昆明市污水处理厂出水水质评价

采用多元统计分析,将水质分级评价法和达标保证率法相结合,评价了昆明市7座污水处理厂出水水质.以《城镇污水处理厂污染物排放标准》(GB18918-2002)一级A限值为达标基准,7座污水处理厂出水COD达标保证率均为100%、出水BOD5和SS达标保证率分别在94%和95%以上,不同污水处理厂出水TP、NH3-N和TN的达标保证率表现出较大差异,多维标度分析表明,出水TP的达标保证率与其他指标的偏离程度最大.将污染指标的达标保证率进行分级,建立污水处理厂污染指标达标满意程度评价规则,并制定出水水质的达标控制指标清单.结果表明,TP是第二和第七污水处理厂的重点控制指标,是第三污水处理厂的Ⅰ级控制指标;TN是第三和第七污水处理厂的Ⅰ级控制指标;NH3-N是第一和第三污水处理厂的Ⅰ级控制指标.     

在总量控制体系下实施点源与非点源排污交易的理论研究

阐述了点源与非点源排污交易的基本思路，通过边际削减成本的比较，对交易的经济可行性进行了分析，并指出此种交易模式与传统的点源治理模式的成本差异。在给定的简化条件下，提出了单一点源与单一非点源的交易模型。     

应用分子拓扑理论预测卤代芳烃的正辛醇/水分配系数

以分子拓扑理论为基础，提出了一个新的拓扑指数Ｙ，并用Ｙ研究了部分卤代芳烃的正辛醇／水分配系数ＫＯＷ。研究表明，Ｙ与卤代芳烃的正辛醇／水分配系数ＫＯＷ的ｌｏｇＫＯＷ呈良好的线性关系，并给出了相关方程。新方法计算方便、精确度高、物理意义明确     

缺氧反硝化-好氧间歇试验处理印染PVA退浆废水

系统研究了投加硝态氮NO3^--N的反硝化工艺在缺氧，好氧，生物碳间歇试验中处理印染PVA退浆废水的效果。结果表明．按照缺氧反硝化投加硝态氮NO3^--N比缺氧水解-生物膜法对CODcr的去除率：缺氧池，好氧池均提高了30％．缺氧反硝化工艺二沉池出水经过生物碳处理后CODcr的去除率达到90％。缺氧反硝化，好氧的降解速率常数分别由缺氧水解，好氧的0．0126h^-1，0．0345h^-1，提高到0．080h^-1,0．112h^-1,NO3^--N与CODcr之比为0．20是处理印染PVA退浆废水成功的关键。