Evaluation of activated sludge properties’ changes in industrial-wastewater pre-treatment: role of residual aluminum hydrolyzed species with different polymerization degree

● Medium poly Al salts dominated the PAC residual salts with a rational dosage. ● Settlement flocculation effect under medium poly Al salts showed a better trend. ● Complex of medium poly Al salts and enzymes promoted cell activity. ● Medium poly Al salts were beneficial to the effluent indexes. With the widespread introduction of pre-coagulation prior to the biological unit in various industrial wastewater treatments, it is noteworthy that long-term accumulation of residual coagulants has certains effect on both micro and macro characteristics of activated sludge (AS). In this study, the morphology distributions of residual aluminum salts (RAS) and their effects on the removal efficiency of AS were investigated under different PAC concentrations. The results showed that the dominance of medium polymeric RAS, formed under an appropriate PAC dose of 20 mg/L enhanced the hydrophobicity, flocculation, and sedimentation performances of AS, as well as the enzymatic activity in cells in the sludge system, improving the main pollutants removal efficiency of the treatment system. Comparatively the species composition with monomer and dimer / high polymer RAS as the overwhelming parts under an over-dosed PAC concentration of 55 mg/L resulted in excessive secretion of EPS with loose flocs structure and conspicuous inhibition of cellular activity, leading to the deterioration of physico-chemical and biological properties of AS. Based on these findings, this study can shed light on the role of the RAS hydrolyzed species distributions, closely relevant to Al dosage, in affecting the comprehensive properties of AS and provide a theoretical reference for coagulants dosage precise control in the pretreatment of industrial wastewater.     

基于激光雷达和超级站监测的一次沙尘过程分析

利用南京市气溶胶激光雷达网和草场门超级站监测数据,对2022年3月2—3日南京地区一次沙尘污染过程的垂直特征和地面PM_2.5组分变化进行了分析。结果表明,草场门、八卦洲和土桥3处点位的气溶胶激光雷达均观测到消光系数和退偏振比在凌晨至清晨时段有垂直分层现象,说明高空输入的沙尘气团位于城市污染气团上空,而此时地面PM_2.5组分以二次无机盐(硝酸盐、硫酸盐和铵盐)为主。中午前后,各高度的退偏振比及消光系数发生突变,主要是由高空输入沙尘和城市污染气团的垂直混合引起的。随着日间大气垂直交换的加大,PM_2.5中地壳物质的浓度均值和占比显著上升,其中浓度从3 μg/m³升高至5 μg/m³,占比从3%上升至10%。     

改性Ti/SnO2-Sb电极催化降解1,4-二氯苯废水试验研究

采用聚合物前驱体法制备了未掺杂、掺杂Cu、掺杂Bi、掺杂Ni的4种Ti/Sn O2-Sb电极,运用SEM和XRD分析电极表面形貌及结构,通过线性极化扫描、循环伏安等测试考察其电化学性能,同时进行1,4二氯苯(p-DCB)降解实验进一步探究电极的电催化氧化特性.SEM和XRD结果表明,掺杂金属可改善电极表面形貌,增大其比表面积;电化学测试表明,Ti/Sn O2-Sb电极的析氧电位并未因金属掺杂而有明显改变,掺杂金属后,Ti/Sn O2-Sb电极具有更优的电催化活性和稳定性.p-DCB降解实验表明,改性Ti/Sn O2-Sb电极对p-DCB的降解效率明显提高,其中Ti/Sn O2-Sb-Cu电极的电催化处理效果最优,电解2 h后p-DCB的去除率即达到87.6%,且p-DCB的降解反应遵循一级反应动力学规律.     

滑坡灾害空间预测结果的评价方法

介绍了目前对滑坡灾害空间预测结果进行定量评价的3种方法,并对每种方法进行了分析和比较。基于将预测结果与历史滑坡相对比的评价思路,引入了"滑坡比"的概念,定义其为:相应易滑度指标值的邻域所包含的预测单元中,曾发生滑坡的单元所占比例;并指出,好的预测结果应满足:易滑度指标值越大,滑坡比越大,且指标值相对较大时,相应滑坡比应较接近于1。在此基础上,提出采用预测率函数曲线所围面积之比,即"面积比"评价指标来对预测结果进行评价,并通过理论分析和实例,证明了该评价方法较现有方法确有改进。     

钢筋混凝土箱型高墩双向拟静力试验研究

随着高墩大跨桥梁的广泛应用,其抗震问题也越来越突出。本文主要考虑轴压比、长细比的影响,进行了6个钢筋混凝土薄壁箱型高墩缩尺模型的双向拟静力试验,以及反复荷载作用下的非线性分析。研究表明:①钢筋混凝土薄壁箱型高墩柱在多维荷载共同作用下,主要发生典型的弯曲破坏,但剪切作用也不容忽视;②墩柱的破坏受到不同方向耦合作用的显著影响,尤其是抗弯刚度小的一侧受到的影响更大,较早就出现开裂,提前进入塑性发展阶段;③非线性有限元计算的滞回曲线、骨架曲线等与试验结果基本吻合;④建立了考虑轴压比、长细比影响的钢筋混凝土薄壁箱型高墩的双向荷载—位移恢复力模型,该模型基本能够反映钢筋混凝土薄壁箱型高墩的抗震性能,可供钢筋混凝土箱型高墩柱及高墩桥梁结构的抗震设计和动力计算参考。     

山区乡村房屋模型洪水冲击试验研究

洪水对山区乡村房屋冲击作用的试验研究成果,可为山区乡村房屋的抗洪设计和抗洪能力评价提供依据。试验主要研究到溃口不同距离处的乡村房屋所受的洪水冲击作用。采用3种开洞率模型进行试验,研究洪水在不同距离、不同开洞率的情况下对房屋结构的冲击荷载分布、冲击力大小以及冲击弯矩的影响,得出了荷载分布规律和冲击力、冲击弯矩的变化规律。研究结果表明,迎水面冲击荷载沿水平方向的变化无明显规律,沿竖直方向随着高度的增大而逐渐减小;冲击力随着房屋到溃口距离的增大而增大,而开洞率对其影响不明显;冲击弯矩、冲击作用力随着距离的增大而增大,随着开洞率的增大而减小。     

等效阻尼比对基于位移的抗震设计的影响分析

等效阻尼比是基于位移抗震设计中确定等效周期的一个关键参数。通过对不同研究者提出的等效阻尼比模型进行比较研究,重点讨论了滞回模型、延性系数和等效周期对等效阻尼比的影响。结果表明,不同等效阻尼比模型的总体变化趋势是一致的;滞回模型对等效阻尼比有很大影响,Ramberg-Osgood模型的等效阻尼比是Flagshaped模型的2.56倍;等效阻尼比随着延性系数的增大而增大,尤其在μ=2～4范围内变化幅度最大;短周期与中长周期等效阻尼比相差2倍多,故等效周期小于1 s时,必须考虑其对等效阻尼比的影响。     

Incorporating sorption/desorption of organic pollutants into river water quality model

Preliminary research was conducted about how to incorporate sorption/desorption of organic pollutants with suspended solids and sediments into single-chemical and one-dimensional water quality model of Jinghang Canal.Sedimentation-resuspension coefficient k3 was deduced; characteristics of organic pollutants, concentrations and components of suspended solids/sediments and hydrological and hydraulic conditions were integrated into k3 and further into river water quality model; impact of sorption/desorption of organic pollutants with suspended solids and sediments on prediction function of the model was discussed. Results demonstrated that this impact is pronounced for organic pollutants with relatively large Koc and Kow, especially when they are also conservative and foc of riversuspended solids/sediments is high, and that incorporation of sorption/ desorption of organic pollutants into river water quality model can improve its prediction accuracy.     

Rapid treatment of atrazine-contaminated water by nickel/iron bimetallic system

The utility of nickel/iron in the remediation of atraz.ine-contaminated water was investigated. The experimental results showed that nickel/iron had effective catalytic activity in dechlorinating atraz.ine under acidic conditions. The dechlonnation reaction approximately followed the first-order kinetics under the experimental conditions( nickel/iron: 1.0 g/250 ml: Ca~r~ = 20.0 mg/L), the reaction rate increased with decreasing pH value of the reaction solution and increasing the proportion of Ni: Fe within 2.95 %. For condition with 2.95% nickel/iron, the reaction rate constants were 0.07518( R = 0.9927), 0.06212( R = 0.9846) and 0.00131 min^-1 ( R = 0.9.565) at pH = 2.0, 3.0 and 4.0, respectively. HPLC analysis was used to monitor the decline of atraz.ine concentration.     

UV-catalytic treatment of spent caustic from ethene plant with hydrogen peroxide and ozone oxidation

The performance of UV/H2O2, UV/O3 and UV/H2O2/O3 oxidation systems for treating spent caustic from an ethylene plant was investigated, in UV/H2O2 system, with the increase of H202 dosage, removal efficiencies of COD and the ratio of biochemical oxygen demand(BOD) to chemical oxygen demand(COD) of the effluent were increased and a better performance was obtained than the H2O2 system alone. In UV/H2O2 system, removal efficiency of COD reach 68% under the optimum condition, and BOD/COD ratio was significantly increased from 0.22 to 0.52. In UV/O3 system, with the increase of O3 dosage, removal efficiency of COD and BOD/COD ratio were increased, and a better performance was obtained than the O3 system alone. Under the optimum condition, removal efficiency of COD was 54%, and BOD/COD ratio was significantly increased from 0.22 to 0.48. In UV/H2O2/O3 system, COD removal efficiency was found to be 22.0% higher than UV/O3 system.