壳聚糖络合-超滤耦合过程去除溶液中铅离子的研究

采用聚醚砜超滤膜,以壳聚糖为络合剂络合-超滤去除溶液中Pb2+,考察了溶液pH值、Pb2+/壳聚糖装载量比、离子强度和Ca2+各因素对Pb2+截留率的影响,同时研究了超滤浓缩时间对Pb2+截留率及膜通量的影响.结果表明,溶液pH是决定络合-超滤耦合过程能否进行的关键因素;在pH为6.0, Pb2+/壳聚糖装载量比为0.25时,络合-超滤耦合过程对溶液中Pb2+的截留率达99%以上.溶液离子强度和Ca2+的增加均不利于络合-超滤耦合过程对Pb2+的去除.对浓缩的壳聚糖-铅溶液酸化解络之后,进一步采用全过滤过程回收壳聚糖.回收后的壳聚糖重新用于络合-超滤耦合过程去除溶液中Pb2+,此时对Pb2+的去除率为96.2%,与新鲜的壳聚糖没有明显差别.研究结果显示采用壳聚糖络合-超滤耦合过程能有效去除溶液中铅离子,同时实现壳聚糖的有效回收.     

重庆环境准入制度透视

2008年3月10日,重庆市政府印发了《重庆市工业项目环境准入规定》,标志着在全市正式建立了工业项目环境准入制度。3年多来,通过环境准入制度的严格实施,进一步规范了招商引资和建设项目的前期工作,促进了产业结构调整,优化了工业项目布局,提高了资源环境利用效率。3年多来,全市累计不予受理、不予审批不符合准入条     

从璧山之痛到“治污典范”——重庆璧南河治污攻坚战

14条受污染的次级河流肯定能治好,璧南河就是最好的例子!2010年9月29日,在全市主城区次级河流综合整治现场工作会上,璧南河污染治理经验被作为次级河流治污典范向全市推广。璧南河,璧山境内最大的次级河流,璧山的母亲河,主河道全长73千米,流域面积441平方千米,涉及璧山境内9个镇街,县域70%以上的经济总量分布在沿河流域。水黑如墨,臭不可闻,鱼虾绝迹曾经是其真实的写照,老百姓怨声载道。按照     

城市水循环中的微量污染物负荷

污水中不同的有机化合物,例如,药物、个人护理产品中的添加物、家用化学物质和工业化学等物质都对水生生态系统和人类健康带来了潜在威胁.这些污染物质的大部分在环境中含量非常低,范围在pg/L至ng/L间,因此,被称为微量污染物.这些微量污染物质对水生生态系统和人类健康的威胁表现在内分泌干扰作用、化学敏感作用,污染混合物的交互作用以及长期暴露下的慢性作用.     

半干法脱硫配套布袋除尘器的特殊要求

由于半干法脱硫工艺对布袋除尘器的特殊要求,使得其配套的布袋除尘器构造不同于以往常规的布袋除尘器.从布袋除尘器的过滤风速、滤料选择、沉降室设置、布风均匀性、灰斗特性、旁路系统的要求做详细的说明.     

电袋复合除尘技术在燃煤电厂中的应用

电袋复合式除尘技术综合了电除尘和布袋除尘的收尘优点,通过除尘负荷的合理分配,实现了电除尘和布袋除尘的有机结合;采用基于表面过滤原理的新型滤料,可克服常规滤料清灰后除尘效率降低及滤袋易破损等缺点。电袋复合式除尘器在徐州坝山环保热电有限公司的应用实践表明,电袋复合式除尘器可保持高效稳定除尘同时节能,粉尘排放浓度达到了30 ...     

酸化液对厌氧释磷好氧吸磷速率的影响研究

采用序批式试验研究了酸化液对聚磷菌厌氧释磷好氧吸磷速率的影响。同一活性污泥混合液中聚磷菌的释磷潜力相当,混合液中挥发性脂肪酸越多则越有利于激发聚磷菌的释磷潜能。酸化液投加量越大,对应的混合液中聚磷菌的平均释磷速率也越大。当酸化液投加量为30 mg/L(以TOC计)时,聚磷菌的平均释磷速率达0.137 mg/(mg.d),是未投加酸化液工况的3.26倍。聚磷菌厌氧释磷过程中,活性污泥的MLVSS值逐渐增大,而MLSS值却不断减小,这是由聚磷菌释磷反应过程中聚磷颗粒和糖原的消耗,以及PHB的生成而产生的。碳源充足与否,对聚磷菌的平均好氧吸磷速率影响不大,研究各工况中,聚磷菌的平均吸磷速率在0.129~0.160 mg/(mg.d)内。碳源越充足,则聚磷菌在好氧吸磷反应持续的时间越长,因此,具有更强的超量吸磷能力。酸化液投加量为20 mg/L时(以TOC计),聚磷菌在好氧吸磷结束时,出水的SP浓度能减少到0.5 mg/L以下。     

Mobilities and leachabilities of heavy metals in sludge with humus soil

Chemical forms of Zn, Ni, Cu, and Pb in municipal sewage sludge were investigated by adding humus soil to sludge and by performing sequential extraction procedures. In the final sludge mixtures, Zn and Ni were mainly found in Fe/Mn oxide-bound (F3) and organic matter/sulfide-bound (F4) forms. For Zn, exchangeable (F1), carbonate-bound (F2), and F3 forms were transformed to F4 and residual forms (F5). For Ni, F1 and F2 forms were transformed to F1, F2, and F3 forms. Both Cu and Pb were strongly associated with the stable forms F4 and F5. For Cu, F2 and F3 forms were major contributors, while for Pb, F3 and F4 forms were major contributors to F5. Humus soil dosage and pH conditions in the sludge were strongly correlated with the forms of heavy metals. Five forms were used to evaluate metal mobilities in the initial and final sludge mixtures. The mobilities of the four heavy metals studied decreased after 28 days. The metal mobilities in the final sludge mixtures were ranked in the following order: Ni > Zn > Cu = Pb. Leaching tests showed that the mobilities of Zn and Ni in lower pH conditions (pH 4) were higher than those in higher pH conditions (pH 8).     

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.     

Modeling assessment for ammonium nitrogen recovery from wastewater by chemical precipitation

Chemical precipitation to form magnesium ammonium phosphate (MAP) is an effective technology for recovering ammonium nitrogen (NH4 +-N). In the present research, we investigated the thermodynamic modeling of the PHREEQC program for NH4 +-N recovery to evaluate the effect of reaction factors on MAP precipitation. The case study of NH4 +-N recovery from coking wastewater was conducted to provide a comparison. Response surface methodology (RSM) was applied to assist in understanding the relative significance of reaction factors and the interactive effects of solution conditions. Thermodynamic modeling indicated that the saturation index (SI) of MAP followed a polynomial function of pH. The SI of MAP increased logarithmically with the Mg2+/NH4 + molar ratio (Mg/N) and the initial NH4 +-N concentration (CN), respectively, while it decreased with an increase in Ca2+/NH4 + and CO3 2??/NH4 + molar ratios (Ca/N and CO3 2??/N), respectively. The trends for NH4 +-N removal at different pH and Mg/N levels were similar to the thermodynamic modeling predictions. The RSM analysis indicated that the factors including pH, Mg/N, CN, Ca/N, (Mg/N) (CO3 2??/N), (pH)2, (Mg/N)2, and (CN)2 were significant. Response surface plots were useful for understanding the interaction effects on NH4 +-N recovery.