Chemical cleaning of fouled PVC membrane during ultrafiltration of algal-rich water

Cleaning of hollow-fibre polyvinyl chloride (PVC) membrane with di erent chemical reagents after ultrafiltration of algal-rich water was investigated. Among the tested cleaning reagents (NaOH, HCl, EDTA, and NaClO), 100 mg/L NaClO exhibited the best performance (88.4% 1.1%) in removing the irreversible fouling resistance. This might be attributed to the fact that NaClO could eliminate almost all the major foulants such as carbohydrate-like and protein-like materials on the membrane surface, as confirmed by Fourier transform infrared spectroscopy analysis. However, negligible irreversible resistance (1.5% 1.0%) was obtained when the membrane was cleaning by 500 mg/L NaOH for 1.0 hr, although the NaOH solution could also desorb a portion of the major foulants from the fouled PVC membrane. Scanning electronic microscopy and atomic force microscopy analyses demonstrated that 500 mg/L NaOH could change the structure of the residual foulants on the membrane, making them more tightly attached to the membrane surface. This phenomenon might be responsible for the negligible membrane permeability restoration after NaOH cleaning. On the other hand, the microscopic analyses reflected that NaClO could e ectively remove the foulants accumulated on the membrane surface.     

CTMAB增强调控沉积物(生物膜)吸附BPA的作用

研究了经十二烷基苯磺酸钠(SDBS]、曲拉通(TX-100)和十六烷基三甲基溴化铵(CTMAB)改性前后的沉积物(生物膜)吸附双酚A(BPA)的能力,并分析了CTMAB在沉积物(生物膜)吸附BPA过程中的增强机理及表面吸附和分配作用在总吸附中的贡献.研究结果表明,三种表面活性剂对沉积物(生物膜)吸附BPA的促进作用大小...     

扬水曝气器曝气室提水性能模型应用研究

文章根据扬水曝气器曝气室的流体特性,在曝气室内气-液两相流体所受推动力和曳力平衡条件下,建立了一维两相流提水性能模型,并应用于同温层曝气器流体运动特性的模拟预测。结果表明:模型对同温层曝气器上升段气含率的估计值与实测值之间的误差限为±10%,对流体表观上升速度的误差限为±20%。这说明提水性能模型对同温层曝气器的流体特性模拟具有很强的适用性。     

人工湿地堵塞机理与应对措施研究

综述了现今国内外人工湿地污水处理系统堵塞的成因,分析了目前比较通用的预防手段、恢复措施和研究现状,并提出了今后人工湿地防淤堵技术的研究发展方向.     

环境管理过程中对锅炉型号的识别

通过对锅炉型号的简要介绍,提高对锅炉的认识,增强在污染源动态更新调查表的填报过程中锅炉技术指标的填报能力是十分必要的。     

县级城市人居环境主客观指标体系与评价模型对比研究

本文对人居环境相关研究进行了阐述,并就城市人居环境指标体系与评价模型进行了分析研究。提出了人居环境质量主客观评价结合模型,其中指标体系包括四个一级指标和18个单项指标,并依据我国黄河三角洲高效经济区内14个县级城市2007年的调查统计资料,对人居环境客观建设水平和居民满意度进行了对比评价。运用因子分析法处理指标数据,问卷调查的方法进行满意度评价。评价结果科学可行,并揭示出影响县级城市人居环境的根本因素。     

氧化沟工艺污水处理厂的调试运行

以安徽某县污水处理厂的改良氧化沟工艺调试为例,采用自然培菌和间歇培养相接合的方式进行调试,结果表明方法可行。在进水COD100mg/L时,MLSS在1500mg/L时,出水COD、NH4-N均可取得较好的处理效果。同时对调试过程中的各环节如人员培训、带负荷试车、污泥培养等进行了详细阐述,并确定了各工艺段的控制参数。     

承德市室内环境质量污染现状调查与研究

对承德市160家宾馆、饭店、歌舞厅等公共场所,80个民用建筑工程项目,80余家个人家庭装修进行室内环境检测,发现不同场所室内主要超标污染物不同,新建公共场所主要超标污染物为挥发性有机物、甲醛;已建成的重点公共场所空气超标污染物主要为茵落总数和CO2;民用建筑工程超标污染物主要为氨、甲醛;个人家装超标污染物主要为总挥发性有机物,甲醛。     

Debromination of decabromodiphenyl ether by organo-montmorillonite-supported nanoscale zero-valent iron：Preparation, characterization and influence factors

An organo-montmorillonite-supported nanoscale zero-valent iron material(M-NZVI) was synthesized to degrade decabromodiphenyl ether(BDE-209). The results showed that nanoscale zero-valent iron had good dispersion on organo-montmorillonite and was present as a core-shell structure with a particle size range of nanoscale iron between 30–90 nm, characterized by XRD, SEM, TEM, XRF, ICP-AES, and XPS. The results of the degradation of BDE-209 by M-NZVI showed that the efficiency of M-NZVI in removing BDE-209 was much higher than that of NZVI. The efficiency of M-NZVI in removing BDE-209 decreased as the pH and the initial dissolved oxygen content of the reaction solution increased, but increased as the proportion of water in the reaction solution increased.     

Biostability in distribution systems in one city in southern China：Characteristics, modeling and control strategy

This study investigated the bacterial regrowth in drinking water distribution systems receiving finished water from an advanced drinking water treatment plant in one city in southem China. Thirteen nodes in two water supply zones with different aged pipelines were selected to monitor water temperature, dissolved oxygen （DO）, chloramine residual, assimilable organic carbon （AOC）, and heterotrophic plate counts （HPC）. Regression and principal component analyses indicated that HPC had a strong correlation with chloramine residual. Based on Chick-Watson＇s Law and the Monod equation, biostability curves under different conditions were developed to achieve the goal of HPC 100 CFU/mL. The biostability curves could interpret the scenario under various AOC concentrations and predict the required chloramine residual concentration under the condition of high AOC level. The simulation was also carded out to predict the scenario with a stricter HPC goal （≤50 CFU/mL） and determine the required chloramine residual. The biological regrowth control strategy was assessed using biostability curve analysis. The results indicated that maintaining high chloramine residual concentration was the most practical way to achieve the goal of HPC ≤ 100 CFU/mL. Biostability curves could be a very useful tool for biostability control in distribution systems. This work could provide some new insights towards biostability control in real distribution systems.