不同操作条件对纳滤膜去除水中五价砷的研究

采用纳滤膜（NF90）过滤自配含砷水,研究在不同操作条件下纳滤膜对水中砷去除效果的影响。本实验探讨膜进水浓度、水的pH值、膜进水温度、操作压力、水中天然有机物浓度等对膜除砷效率的影响。结果表明：纳滤膜对水中五价砷（As（Ⅴ））的去除率很高,最高去除率能达到99%,在实验的前2.5个小时内,砷的去除率均在90%以上。但是,纳滤膜除砷效率随着时间变化,去除率会降低。不同的操作条件对纳滤膜除砷的影响很大,研究不同条件的影响对应用很有意义。     

Simulation studies of ammonia removal from water in a membrane contactor under liquid–liquid extraction mode

Simulation studies were carried out, in an unsteady state, for the removal of ammonia from water via a membrane contactor. The contactor had an aqueous solution of NH₃ in the lumen and sulphuric acid in the shell side. The model equations were developed considering radial and axial diffusion and convection in the lumen. The partial differential equations were converted by the finite difference technique into a series of stiff ordinary differential equations w.r.t. time and solved using MATLAB. Excellent agreement was observed between the simulation results and experimental data (from the literature) for a contactor of 75 fibres. Excellent agreement was also observed between the simulation results and laboratory-generated data from a contactor containing 10,200 fibres. Our model is more suitable than the plug-flow model for designing the operation of the membrane contactor. The plug-flow model over-predicts the fractional removal of ammonia and was observed to be limited when designing longer contactors.     

膜法处理低温低浊水技术综述

低温低浊水的处理是给水处理的一个难点.分析了常规混凝方法难处理低温低浊水的原因,介绍和比较了膜处理低温低浊水的4种方法.研究结果表明,膜法出水水质好、稳定,采用低压膜直接过滤降低能耗,节省药剂投加费用;混凝-超滤工艺中加入粉末活性炭后可增加溶解性有机物的去除,膜生物反应器能有效去除氨氮.膜法处理低温低浊水对浊度和有机物的去除明显好于传统工艺,能提供水质良好的饮用水,是低温低浊水处理的发展方向.     

Preliminary study of groundwater denitrification using a composite membrane bioreactor

A composite membrane bioreactor (CMBR) integrating the immobilized cell technique and the membrane separation technology was developed for groundwater denitrification. The CMBR had two well mixed compartments with one filled with the nitrate- containing influent and the other with a dilute ethanol solution; the compartments were separated by the composite membrane consisting of a microporous membrane facing the influent and an immobilized cell membrane facing the ethanol solution. Nitrate and ethanol molecules diffused from the respective compartments into the immobilized cell membrane where nitrate was reduced to gaseous nitrogen by the denitrifying bacteria present there with ethanol as the carbon source. The microporous membrane was attached to one side of the immobilized cell membrane for retention of the disaggregated bacteria. Relative to the single dose of external ethanol, the two-dose supplementation produced better treatment results as evidenced by the lower concentrations of NO3--N and ethanol (as measured by total organic carbon) of the effluent. The batch treatment in CMBR removed most of the nitrate in the influent and attained a stable denitrification rate of 0.1 g·m^-2·h^-1 for most of the 96-h cycles during the 30-cycle study. The effluent was essentially free of ethanol and nitrite nitrogen.     

Nitrifying population dynamics in a redox stratified membrane biofilm reactor (RSMBR) for treating ammonium-rich wastewater

Nitrogen removal performance and nitrifying population dynamics were investigated in a redox stratified membrane biofilm reactor (RSMBR) under oxygen limited condition to treat ammonium-rich wastewater. When the NH4+-N loading rate increased from 11.1±1.0 to 37.2±3.2 gNH4+-N·m-2·d-1, the nitrogen removal in the RSMBR system increased from 18.0±9.6 mgN·d^-1 to 128.9±61.7 mgN·d^-1. Shortcut nitrogen removal was achieved with nitrite accumulation of about 22.3±5.3 mgNO2--N·L-1. Confocal micrographs showed the stratified distributions of nitrifiers and denitrifiers in the membrane aerated biofilms (MABs) at day 120, i.e., ammonia and nitrite oxidizing bacteria (AOB and NOB) were dominant in the region adjacent to the membrane, while heterotrophic bacteria propagated at the top of the biofilm. Real-time qPCR results showed that the abundance of amoA gene was two orders of magnitude higher than the abundance of nxrA gene in the MABs. However, the nxrA gene was always detected during the operation time, which indicates the difficulty of complete washout of NOB in MABs. The growth of heterotrophic bacteria compromised the dominance of nitrifiers in biofilm communities, but it enhanced the denitrification performance of the RSMBR system. Applying a high ammonia loading together with oxygen limitation was found to be an effective way to start nitrite accumulation in MABs, but other approaches were needed to sustain or improve the extent of nitritation in nitrogen conversion in MABs.     

膜电解法退镀废ABS电镀件及回收铜和镍

采用膜电解法对废丙烯腈-丁二烯-苯乙烯（ABS）电镀件进行退镀处理。以退镀废液作为阴极液和阳极液,在阳极室退镀ABS电镀件,在阴极室电解退镀废液,进行铜镍分离,回收铜粉和NiCl₂。实验结果表明：在阴极电流密度为500 A/m²、初始铜离子质量浓度为24.00 g/L的条件下电解160 min,阴极铜回收率可达97.65%,电流效率达86.60%,得到的铜粉纯度为97%~99%,处理1 L退镀废液可回收铜粉20.0 g,2 mol/L盐酸0.87 L,NiCl₂晶体43.8 g;在阳极电流密度为500 A/m²、液固比为6的条件下电解60 min, ABS电镀件的退镀率为77.22%。     

共代谢膜生物反应器法处理二甲基亚砜废水

采用蔗糖作为共代谢基质与一体式好氧膜生物反应器（MBR）工艺相结合处理二甲基亚砜（DMSO）废水。考察了装置的污泥驯化效果、DMSO去除率、污泥的性能、HRT和冲击负荷对DMSO去除率的影响。试验结果表明：驯化第29天,DMSO去除率达98.5%,表明MBR内的污泥已驯化成功;在MBR运行的正式期,当DMSO处于高负荷状态时,DMSO去除率较低;随蔗糖加入量的增加,DMSO去除率逐渐提高,最终恢复到DMSO高负荷冲击前的DMSO去除效果;正常运行时,装置进水ρ（DMSO）=257~1 448 mg/L（平均值为718 mg/L）、出水ρ（DMSO）=6~22 mg/L（平均值为7 mg/L）,DMSO去除率为96.4%~99.6%（平均值为98.9%）;在MBR运行的正式期,污泥体积指数小于100 mL/g,表明污泥的沉降性能较好,MLVSS/MLSS较高,表明污泥的活性高,MBR内MLSS的平均值为5.52 g/L,MLVSS的平均值为4.78 g/L;MBR适宜的HRT为12 h。     

外源NO对NaCl胁迫下黄瓜幼苗生长和根系膜脂过氧化作用的影响

采用营养液水培,研究外源NO对NaCl胁迫下黄瓜幼苗生长、根系膜脂过氧化作用的影响.结果表明,100 μmol·L-1NO供体硝普钠(SNP)能显著缓解50 mmol·L-1NaCl胁迫对黄瓜植株造成的伤害,提高幼苗生长量,增强幼苗根系抗氧化酶活性,提高根系脯氨酸(Pro)含量,缓解根系膜脂过氧化作用,从而提高植株耐盐性.     

盐胁迫对红海榄幼苗根茎叶膜保护系统的影响

红海榄(Rhizophora stylosa)属于乔木红树植物,它对不同盐度的生理反应存在着差异。本文通过对拒盐红树植物红海榄Rs在盐胁迫下各种生理反应的研究,分析了各种生理现象与盐度之间的关系,这对红树植物耐盐机理的研究打下了基础,并为中国南海岸耐盐红树树种的选育提供科学依据,也有助于从多学科研究的角度评估盐胁迫的生态重要性。通过对Rs用不同的盐度的水3个月的处理,发现Rs根、茎、叶中蛋白质质量分数随盐度的变化趋势与可溶性总糖质量分数与盐度的变化趋势相反。当盐度高于40时,Rs茎、叶的膜脂质过氧化破坏显著加强,植物体内超氧化物歧化酶(SOD)活性也明显增加,两者具有很好的相关性(R2=0.893)。随着盐度的升高,Rs各器官过氧化物酶(POD)和过氧化氢酶(CAT)活性都增强。根据实验结果,Rs能够在高盐度(50)下存活3个月。在盐度为20~30时,Rs在生理生态上表现对盐环境的适应性。当盐度高于40时,Rs的生理表现较为敏感,膜脂质氧化破坏严重。     

高含盐废水脱盐处理技术研究进展

综述了几种常见的高含盐废水脱盐处理技术的发展历程、工艺原理、优缺点及目前的研究进展,分析了热分离、膜分离、电渗析、离子交换、电吸附、微生物脱盐等方法的优缺点,展望了未来废水脱盐工艺的发展方向。指出：脱盐方法将根据各类水体的水质特点更加精细化;多种脱盐技术联合应用也是今后废水脱盐的发展方向。