废旧混凝土用作水泥稳定基层的实验研究

随着城市建设的发展,城市道路改建时产生的大量的废弃混凝土块的有效利用成了一个亟待解决的问题。结合宜昌市东山大道改建项目,将废弃的混凝土面板加工形成再生集料用作水泥稳定碎石基层,达到节约资源和保护环境的目的。实验分析了再生集料的颗粒级配、压碎值、针片状颗粒含量、表观密度和吸水率等工程性质指标,同时对水泥稳定再生碎石的级配、最佳水泥掺量进行了设计,并对水泥稳定再生碎石的无侧限抗压强度指标进行了研究。研究表明,废旧混凝土经加工形成的再生集料具有良好的路用性能,其颗粒级配、压碎值以及主要指标均达到了路面基层材料的要求;掺3%、5%和7%水泥稳定再生集料7 d浸水抗压强度均达到路面基层的要求,水泥稳定再生集料用作路面基层是可行的;掺3%水泥稳定的再生集料可以用在公路的底基层,掺5%及7%水泥稳定的再生集料可以分别用作路面下基层和上基层。     

4种脂肪多胺修饰硅胶对铅离子的吸附

为了合成高效铅离子吸附剂,了解其对铅离子的吸附规律。采用(3-氯丙基)三甲氧基硅烷(CPTS)架桥法,以硅胶(SG)为载体,乙二胺(EDA)、二乙烯三胺(DETA)、三乙烯四胺(TETA)和四乙烯五胺(TEPA)为表面修饰剂,合成了4种胺化硅胶,测定了它们的红外光谱、热重等性质以及对Cu2+、Zn2+和Pb2+的吸附能力。结果表明,4种胺化硅胶对Pb2+的吸附量均大于Cu2+和Zn2+的吸附量,其中DETA修饰硅胶对Pb2+的吸附量较高。4种胺化硅胶对Pb2+的吸附过程较好地符合拟二级动力学模型以及Langmuir和Scatchart等温吸附热力学模型,其对Pb2+吸附的速率常数、饱和吸附量以及吸附位点数由大到小的顺序一致,均为SG-DETASG-TEPASG-EDASG-TETA。4种胺化硅胶对Pb2+的吸附速率和吸附量呈现"奇数胺"增强效应,亲和常数则依次减小。阐明了脂肪多胺修饰硅胶对Pb2+的吸附规律,并进一步讨论了Scatchart和Langmuir热力学模型的统一性。     

电解锰渣的综合利用进展与研究展望

电解锰渣是电解金属锰时产生的酸性滤渣,含有大量有害物质。随着电解锰行业的快速发展,大量堆放填埋的电解锰渣引发了严重的水土、生态环境污染问题,对锰渣的无害化处理与资源化利用已成为电解锰行业和环保领域的研究热点。在电解锰渣特性的分析基础上,对国内外电解锰渣的综合利用进展(如锰离子回收、肥料制作和建筑材料应用)进行了回顾,分析了锰渣各种资源化利用方法的优缺点。最后,展望了电解锰渣的研究与应用前景,旨在为锰矿资源的可持续性开发与电解锰渣的综合回收利用提供参考。     

MBR处理低浓度稠油废水

为解决稠油废水达标排放问题,构建了一套中试实验装置,以经过除油、浮选和过滤预处理的富含溶解性有机化合物、氮磷缺乏的低浓度难生化稠油废水为原水,进行了187 d的连续运行,结果表明,经过厌氧和好氧生物处理后,出水COD可降至80~100 mg/L以下,再经膜过滤后COD降至60~80 mg/L,加入少量的粉末活性炭进行吸附处理后,出水COD可稳定在50 mg/L以下;水力停留时间从72 h降至30 h时,出水COD基本无变化;气相色谱-质谱分析表明该系统容易去除的有机物为酮类、醇类等物质,而烷烃(C17~C25)和芳烃等为本工艺难降解物质,通过膜生物反应器工艺优化或选择专门降解菌如Acinetobacter spp.进行处理可进一步降低出水COD的浓度。     

Ti/SnO2-Sb2O3/β-PbO2阳极消毒处理医院污水

采用热分解+电沉积法制备Ti/SnO2-Sb2O3/β-PbO2作为阳极消毒处理医院污水,初步探讨其杀菌基本原理,并研究了阳极材料、电流密度、电极间距、NaCl电解质浓度对消毒效果的影响。结果表明,以Ti/SnO2-Sb2O3/β-PbO2作为阳极,碳纤维作为阴极,在电流密度为80 A/m2,消毒时间为12 min,电极间距为5 mm,不添加电解质的实验条件下,处理后出水的粪大群肠菌数小于500 cfu/L,符合污水综合排放一级标准(GB8978-1996)。     

混凝强化形成好氧颗粒污泥

为了缩短好氧颗粒污泥形成的时间,通过在颗粒污泥形成初期投加混凝剂的方式,研究强化造粒条件下颗粒污泥的形成过程及其特性。结果发现,投加混凝剂后,反应器在第8天出现了颗粒污泥,并在第25天时实现完全颗粒化,比未加混凝剂反应器颗粒形成的时间缩短了2 d,完全颗粒化时间缩短了10 d。强化造粒条件下形成的颗粒污泥,颗粒强度、比重分别为99.03%和1.1892,分别比对照高出3.28%和0.1539。可以看出,在混凝强化造粒条件下培养出的颗粒污泥,与常规方法相比具有颗粒化进程快,颗粒强度大,比重大等优点。     

广东省道路交通噪声预测统计模型

为了建立符合广东省的道路交通噪声预测模型,在国内学者相关研究成果的基础上,对FHWA模型进行了深入分析,并根据道路交通噪声预测模型原理,引入等效车流量等概念建立了理论噪声预测统计模型。在此基础上,对广东省市政路和高速路的交通噪声实测数据进行多元线性回归分析,确定广东省交通噪声预测统计模型。经验证,在广东省交通噪声预测评价中该模型预测精度非常高。该研究思路与方法值得在全国各地区处理交通噪声环境问题的工作中加以推广与应用。     

好氧颗粒污泥法处理石化废水

实验以吉林石化污水处理厂初沉池出水为原水在SBR中培养好氧颗粒污泥。实验初期,依次以比例为40%、60%的含石化废水的培养液进行培养,于第15天SBR中出现颗粒污泥,此后直接采用石化废水培养,同时逐步缩短沉降时间,第27天起反应器出水稳定,COD去除率达到89%,TN、NH3-N和TP去除率分别达到56%、86%和90%。采用此方法培养的颗粒污泥平均粒径约为1.3 mm,外表棕黄色,颗粒表面粗糙,在扫描电子显微镜(SEM)下观察到好氧颗粒污泥主要由杆状菌和丝状菌组成,颗粒内部存在若干孔隙。研究结果表明,在SBR中通过逐步增加石化废水进水比例,缩短沉降时间可以快速培养出好氧颗粒污泥,好氧颗粒污泥处理石化废水效果良好。     

Quantitative modeling of freshwater stress in the nine water basins of Tanzania

Freshwater scarcity is a global issue of environmental concern that threatens agricultural production and human health.In this study,we established freshwater stress indices(WSIs) for the nine water basins of Tanzania by using the quantity of freshwater available and various water uses.The relationship between water availability and different water uses,including environmental water requirements,was analyzed,with uncertainty and sensitivity analysis performed by a Monte Carlo simulation technique.Extreme WSI values close to 1.00 were obtained in the Rufiji,Pangani,and Wami-ruvu basins,Internal drainage,and Lake Rukwa,while low and moderate WSI values ranging from 0.03 to 0.84 were found in Lake Victoria and the Ruvuma,Tanganyika,and Nyasa basins.This study adds further knowledge on the level of freshwater scarcity,relationships between water availability and different water uses,and suggests policy options to reduce freshwater scarcity at the basin level for sustainable water supply.     

Variation of Microcystis and microcystins coupling nitrogen and phosphorus nutrients in Lake Erhai,a drinking-water source in Southwest Plateau,China

Lake Erhai is the second largest lake of Southwest China and an important drinking water source. The lake is currently defined as the preliminary stage of eutrophic states, but facing a serious threat with transfer into intensive eutrophication. The present study examined the dynamics of Microcystis blooms and toxic Microcystis in Lake Erhai during 2010, based on quantitative real-time PCR method using 16S rRNA gene specific for Microcystis and microcystin systhesis gene (mcy), and chemical analysis on microcystin (MC) concentrations. Total Microcystis cell abundance at 16 sampling sites were shown as an average of 1.7?×?10⁷ cells l^?1 (1.3?×?10²–3.8?×?10⁹ cells l^?1). Microcystin LR (MC-LR) and microcystin RR (MC-RR) were the main variants. The strong southwesterly winds, anticlockwise circular flows and geographical characteristics of lake and phytoplankton community succession impacted the distribution patterns of Chl a and MC in the lake. The concentration of Chl a and MC and abundances of total Microsytis and MC-producing Microsystis (MCM) were shown to be positively correlated with pH, DO and TP, negatively correlated with SD, NO₃-N, TN/Chl a and TN/TP, and not correlated with NH₄-N, TN, dissolved total nitrogen (DTN) and water temperatures. When TN/TP decrease, Microcystis tended to dominate and MC concentrations tended to increase, suggesting that the “TN/TP rule” can be partially applied to explain the correlation between the cyanobacterial blooms and nutrients N and P only within a certain nutrient level. It is speculated that N and P nutrients and the associated genes (e.g., mcy) may jointly drive MC concentration and toxigenicity of Microcystis in Lake Erhai.