铁炭微电解—混凝沉淀—MBBR工艺处理腈纶废水

腈纶废水对微生物活性具有不良影响,采用铁炭微电解—混凝沉淀-MBBR工艺对其进行处理.通过正交试验,探索了铁炭微电解预处理腈纶废水的最佳工艺条件;再以MBBR为生物反应器,进一步处理经过铁炭微电解预处理的腈纶废水.结果表明,最终出水COD可稳定至100 mg/L以下,氨氮接近15 mg/L.该工艺是处理腈纶废水的有效方...     

A/O-MBR处理PTA综合废水中试研究

试验研究对象为辽宁省某石化公司PTA综合废水。中试采用了缺氧好氧一体式膜生物反应器(A/O-MBR)工艺。经过60 d左右的运行,试验结果表明,系统处理效果理想。在进水COD为291～713 mg/L、总氮为19～51mg/L的情况下,系统出水COD<30 mg/L、氨氮<0.2 mg/L、总氮<10 mg/L,而且MBR出水浊度<0.2 NTU、SS<5 mg/L、含油量<0.3 mg/L,因此系统出水指标优于《辽宁省污水综合排放标准》(DB 21/1627—2008),同时达到可回用于国家工业循环冷却水系统补水的水质要求。     

西安市某污水处理厂医药类污染物的分布与迁移转化规律

对西安市某污水处理厂A2/O工艺和中负荷工艺布点监测,以分析医药类污染物的分布与迁移转化规律.检测分析表明,污水厂进水中含有非那西丁、吉非罗齐、咖啡因、氨基比林、降固醇酸和双氯芬酸等6种医药类污染物,其浓度分别为14.98 μg·L-1、0.64μg·L-1、19.36 μg·L-1、2.15 μg·L-1、0.95 ...     

多元催化氧化处理化纤废水的研究

某化纤厂排放的二甲基亚砜废水不但恶臭大,而且COD值高,现有处理工艺由于引入大量新的污染物氯离子,且水中需保持较高的余氯,对后续生化系统影响较大。本文研究了多元催化氧化对该废水的处理效果,实验表明,经过多元催化氧化装置,废水中的COD值去除率在62％以上,且可生化性（B／C比）由0．18提高到了0．38,为后续进一步生...     

吸附-催化氧化再生技术处理废水的研究进展

对吸附-催化氧化再生技术处理废水的研究状况进行了综述,重点介绍了催化吸附剂、催化氧化再生技术、再生过程机理和数学模型的研究现状,并提出了发展方向.     

Effect of additives concentration on the surface properties and performance of PVDF ultrafiltration membranes for refinery produced wastewater treatment

The aim of this study was to investigate the effect of pore-forming hydrophilic additives on the porous asymmetric polyvinylideneflouride (PVDF) ultrafiltration (UF) membrane morphology and transport properties for refinery produced wastewater treatment. PVDF ultrafiltration membranes were prepared via a phase inversion method by dispersing lithium chloride monohydrate (LiCl·H₂O) and titanium dioxide (TiO₂) nanoparticles in the spinning dope. The morphological and performance tests were conducted on PVDF ultrafiltration membranes prepared from a different additive content. The top surface and cross-sectional area of the membranes were observed using a field emission scanning electron microscope (FESEM) and energy dispersive X-ray (EDX) analysis. The surface wettability of porous membranes was determined by the measurement of a contact angle. The mean pore size and surface porosity were calculated based on the permeate flux. The results indicated that the PVDF/LiCl/TiO₂ membranes with lower TiO₂ nanoparticles loading possessed smaller mean pore size, more apertures inside the membrane with enhanced membrane hydrophilicity. LiCl·H₂O has been employed particularly to reduce the thermodynamic miscibility of dope which resulted in increasing the rate of liquid–liquid demixing process. The maximum flux and rejection of refinery wastewater using PVDF ultrafiltration membrane achieved were 82.50 L/m² h and 98.83% respectively at 1.95 wt.% TiO₂ concentration.     

复合垂直流人工湿地对风景区生活污水中无机氮的处理效果研究

对浙江朱家尖复合垂直流人工湿地的无机氮净化效果进行了分析。结果表明,人工湿地在2010年5月～2011年4月运行的12个月中,对污水中硝态氮与氨态氮的去除率平均分别为28.90%±10.03%与71.14%±3.62%（平均值±SE）,要比2007～2008年的显著低得多,但出水水质均达到地表水环境质量标准Ⅲ类水质标准值（GB3838-2002）。     

PAC混凝沉降法处理凉果废水的研究

凉果废水引起的污染已经成为严峻的问题.研究了潮安县康辉集团凉果厂综合排放废水的性质,采用混凝沉降工艺处理该废水.为了强化凉果废水的混凝预处理效果,试验研究了混凝剂聚合氯化铝(PAC)的最佳投加量.实验表明:采用PAC工艺处理凉果废水的效果较好,投药后经混凝沉降,废水的COD去除率可以达到46.73%,出水COD可以降至...     

Fenton-絮凝法预处理化工综合废水的研究

以化工综合废水为研究对象,采用Fenton-絮凝法对某化工因区综合废水进行研究.考察了Fenton反应时间、初始pH值、H2O2投加量、Fe2+投加量、絮凝初始pH值以及絮凝剂投加量等因素对处理水质的影响.在Fenton反应时间为60 min,初始pH值为3.5,H2O2及FeSO4· 7H2O投加量分别为6.5 mm...     

Organic matter and nitrogen removal by an on site sewage treatment and disposal system

The performance of an on site sewage treatment and disposal system consisting of a septic tank, a gravel filter, a sand filter and soil absorption trenches operated alternatively, was studied in relation to organic matter and nitrogen removal efficiency. The system was simulated with the aid of a laboratory scale model. BOD₅ and SS removal efficiencies averaged 92.9 and 93.4% respectively. Substantial removal of nitrogen (up to 70%) was achieved due to nitrification followed by denitrification. Removal efficiencies were found to depend on the compaction characteristics of the filter media and the soil, the hydraulic loading applied and the flow conditions (saturated/unsaturated). The results indicate that the system under consideration is a feasible alternative for on site treatment and disposal of domestic sewage.