膜法水处理技术的研究与应用现状

介绍了膜法水处理技术的发展历程,其应用和研究现状,对超滤、微滤、纳滤、反渗透、电渗析、渗透蒸发、液膜技术等在给水处理,废水处理方面的应用作了较全面的介绍。     

A Novel Hyperbranched Polymeric Flocculant for Waste-Water Treatment

Cationic hyperbranched oligomer poly(N-acryloyl-1,2-diaminoethane hydrochloride) (HADE) was firstly synthesized by Michael addition reaction. And then, a series of cationic flocculants poly(acrylamide/N-acryloyl-1,2-diaminoethane hydrochlorides) (PAM-HADEs) with hyperbranched structure was prepared from HADE as macro-monomer and acrylamide (AM). The structures of PAM-HADEs were characterized by Fourier transform infrared spectrometry, ¹H and ¹³C nuclear magnetic resonance spectroscopy, gel permeation chromatography (GPC) and matrix-assisted laser desorption/ionization time of flight mass spectrometry (MALDI-TOF). And the properties were systematically evaluated by intrinsic viscosity, zeta potential and hydrodynamic radius. The mechanism of the cationic hyperbranched copolymer used in water treatment was extensively studied via a jar test in which the transmittance of the supernatant, settling time, and average floc size were used to evaluate the flocculability. Compared with the linear flocculant poly (acrylamide/liner-N-acryloyl-1,2-diaminoethane hydrochloride) (PAM-LADE), the novel hyperbranched polymeric flocculants exhibited outstanding flocculability which were reflected by shorter settlement time, high transmittance and large floc size. The primary cause that PAM-HADEs owned excellent flocculability is the more stretching configuration and less chains entanglement of PAM-HADEs in waste-water due to their hyperbranched structure compared with that of the linear PAM-LADE which exhibited curly coil configuration. On the other hand, abundant and exposed cationic terminal groups of PAM-HADEs originated from their hyperbranched structure also hint higher flocculation capacity. At optimum dosages of the polymer, the transmittance of the supernatant is less at low and high pH values, indicating that the natural pH (pH 7.29) of the suspension is the most appropriate pH for the flocculation.     

Long-term recovery narratives following major disasters in Southeast Asia

Regional Environmental Change - Most studies of major disasters focus on the impacts of the event and the short-term responses. Some evaluate the underlying causes of vulnerability, but few...     

Cu~(2+)改性活性炭的制备及其去除废水中CN~-的研究

以活性炭为载体负载溶液中的 Cu~(2+),Cu~(2+)改性活性炭对溶液中 CN~-的去除效果较好。Cu~(2+)改性活性炭的最佳制备条件:活性炭加入量为1 g,质量浓度为5 g/L 的 CuSO_4溶液加入量为50 mL,溶液 pH 为4,负载时间为5.0 h。在此最佳条件下活性炭的最大 Cu~(2+)负载量为25.90 mg(以每克活性炭计)。Cu~(2+)改性后活性炭的 CN~-去除率明显提高,由22.10%提高至94.07%。Cu~(2+)改性活性炭吸附CN~-的最佳实验条件:溶液 pH 为12～13,吸附时间为9 h。Cu~(2+)改性活性炭对 CN~-的饱和吸附量为22 mg/g。Mg~(2+),K~+,Ca~(2+),Cl~-,SO_4~(2-),CO_3~(2-),AsO_3~-对 Cu~(2+)改性活性炭的 CN~-去除率基本没有影响。Cu~(2+)改性活性炭的动态吸附实验表明,开始一段时间流出液中 CN~-含量几乎为零,远低于国家排放标准(0.5 mg/L)。     

A superstructure model for the synthesis of single-contaminant water networks with partitioning regenerators

This paper presents a novel superstructure-based optimization model for the synthesis of industrial water networks with partitioning regenerators. Such regenerators function by splitting a contaminated water stream into a regenerated lean stream and a low-quality reject stream. Membrane separation-based processes are examples of these types of regenerators. The optimization model presented in this work integrates a single, centralized partitioning regenerator with a source–demand superstructure under the assumption that the processes within the plant are of the fixed flow rate type. The formulation is non-linear as a result of the presence of bilinear terms in the regenerator balance equations, but global optimal solutions can be found using commercial software. The features of the model are illustrated by solving case studies from the literature. It is notable from these examples that considerable design flexibility exists in networks of this type, since potentially both the lean and reject streams from the partitioning regenerator can be reused/recycled within the plant.     

针铁矿催化降解废水中的罗丹明B

采用自制的针铁矿（α-FeOOH）为催化剂,以H2O2为氧化剂,催化降解废水中的罗丹明B染料。实验结果表明,在α-FeOOH质量浓度为1g／L、H2O2体积分数为3％、pH为13、反应时间为180min、反应温度为15℃的条件下,质量浓度为1000mg／L的罗丹明B染料废水的脱色率达99．20％。α-FeOOH和H2O2混合体系处理罗丹明B染料废水的表观动力学方程可近似为一级反应,25℃时反应速率常数为0．07813min^-1,表观活化能为91．64kJ／mol。     

臭氧/ 生物活性炭深度处理循环养殖废水

随着工厂化循环水养殖的不断发展,高浓度循环养殖废水对环境污染日益严重.为实现环境友好和资源节约,采用臭氧/生物活性炭对循环养殖废水进行深度处理中试研究.实验结果表明,臭氧化臭氧最佳投加量为4 mg/L,显著增强水体的可生化性,使TOC(总有机碳)/UV254(在波长为254 nm处的单位比色皿光程下的紫外吸光度)提高80%.臭氧/生物活性炭对循环养殖废水中的有机物和氨氮具有良好的去除效果.臭氧/生物活性炭对TOC、高锰酸盐指数和UV254的最终去除率比生物活性炭分别高11.9%、13.4%和6.5%.臭氧/生物活性炭和生物活性炭对氨氮的最终去除率分别为96.0%、90.7%.     

Comparison of carbonyl compounds emissions from diesel engine fueled with biodiesel and diesel

The characteristics of carbonyl compounds emissions were investigated on a direct injection, turbocharged diesel engine fueled with pure biodiesel derived from soybean oil. The gas-phase carbonyls were collected by 2,4-dinitrophenylhydrazine (DNPH)-coated silica cartridges from diluted exhaust and analyzed by HPLC with UV detector. A commercial standard mixture including 14 carbonyl compounds was used for quantitative analysis. The experimental results indicate that biodiesel-fueled engine almost has triple carbonyls emissions of diesel-fueled engine. The weighted carbonyls emission of 8-mode test cycle of biodiesel is 90.8 mg (kW h)^?1 and that of diesel is 30.7 mg (kW h)^?1. The formaldehyde is the most abundant compound of carbonyls for both biodiesel and diesel, taking part for 46.2% and 62.7% respectively. The next most significant compounds are acetaldehyde, acrolein and acetone for both fuels. The engine fueled with biodiesel emits a comparatively high content of propionaldehyde and methacrolein. Biodiesel, as an alternative fuel, has lower specific reactivity (SR) caused by carbonyls compared with diesel. When fueled with biodiesel, carbonyl compounds make more contribution to total hydrocarbon emission.     

超声破解吸持稠油粘土颗粒的研究

在频率为28 kHz的超声辐照下,研究了超声作用功率和辐照时间对石油污染土壤淋洗液中吸持稠油粘土颗粒的破解作用,并采用GC/MS分析了超声辐照时间对淋洗液中特征有机物的影响。结果表明,随着超声作用功率和辐照时间的增加,粘土颗粒吸持的稠油显著下降,辐照时间为45 min,作用功率为100 W时,粘土颗粒吸持稠油的解吸率为7925%;作用功率为60 W,辐照时间为75 min时,粘土颗粒吸持稠油的解吸率为77.36%。超声波能够显著增加解吸稠油在水中的溶解率,辐照时间为45 min,作用功率为80 W时,水相含油率升高92%;当作用功率为60 W,辐照时间为75 min时,水相含油率升高近1倍。随着超声辐照时间的增加,极性相对较强的环烷酮类有机物的相对丰度随之增加,极性相对较弱的环烷二酮类有机物相对丰度则显著减小。超声波有利于异位化学淋洗在高含粘土颗粒石油污染土壤修复中的应用。     

An investigation of arsenic contamination in Peninsular Malaysia based on Centella asiatica and soil samples

The first objective of this study was to provide data of arsenic (As) levels in Peninsular Malaysia based on soil samples and accumulation of As in Centella asiatica collected from 12 sampling sites in Peninsular Malaysia. The second objective was to assess the accumulation of As in transplanted C. asiatica between control and semi-polluted or polluted sites. Four sites were selected which were UPM (clean site), Balakong (semi-polluted site), Seri Kembangan (semi-polluted site) and Juru (polluted site). The As concentrations of plant and soil samples were determined by Instrumental Neutron Activation Analysis. The As levels ranged from 9.38 to 57.05 μg/g dw in soils, 0.21 to 4.33 μg/g dw in leaves, 0.18 to 1.83 μg/g dw in stems and 1.32–20.76 μg/g dw in roots. All sampling sites had As levels exceeding the CCME guideline (12 μg/g dw) except for Kelantan, P. Pauh, and Senawang with P. Klang having the highest As in soil (57.05 μg/g dw). In C. asiatica, As accumulation was highest in roots followed by leaves and stems. When the As level in soils were higher, the uptake of As in plants would also be increased. After the transplantation of plants to semi-polluted and polluted sites for 3 weeks, all concentration factors were greater than 50 % of the initial As level. The elimination factor was around 39 % when the plants were transplanted back to the clean sites for 3 weeks. The findings of the present study indicated that the leaves, stems and roots of C. asiatica are ideal biomonitors of As contamination. The present data results the most comprehensive data obtained on As levels in Malaysia.