大直径薄壁钢筒变薄旋压成形工艺研究

论述大径比高精钢筒变薄旋压成形试验过程 ,通过确定合理工艺过程 ,选择最佳工艺参数 ,从而旋出了合格筒体。结果表明 ,D40 6A钢退火状态变薄旋压性能良好 ,旋压塑性变形稳定 ;有效控制扩径量和壁厚差是变薄旋压成形和获取高精钢筒的关键     

小直径锥形管成形工艺研究

通过对小直径锥形管的工艺分析 ,介绍了一种成形的工艺方法和措施 ;并就成形、加工模具作了详细说明     

日光辐射对大气真菌粒子的影响

大气中真菌粒子的衰亡和净化，除与真菌自身的因素有关外，与日光辐射也有密切关系。此文现场观测了日光辐射对大气真菌粒子的影响。结果表明，一天内大气真菌粒子浓度与日光辐射强度呈反比：大气真菌粒数直径中值与日光辐射强度呈正比：随着日光辐射强度的增大，＜３．０μｍ的大气真菌粒子，其浓度减小的速度比＞３．０μｍ的快。     

调质碳酸钙硫化机理的实验研究

对经Na2CO3溶解调质后石灰石煅烧、硫化特性进行了研究，发现调质后石灰石比未经调质石灰石具有更快的煅烧分解速率。CO2浓度变化对调质CaO硫化效果的影响程度要比未经调质CaO更为明显。调质CaO比调质前具有更高的最终钙转化率，但脱硫剂微观结构测定表明，调质CaO比表面积和孔隙率均小于同等条件下获得的未经调质CaO比表面积和孔隙率。利用X－衍射技术对CaO晶体结构进行了测定，对比晶格畸变度等参数并综合煅烧、硫化及脱硫剂孔特性，提出了调质CaO硫化反应机理为：前期为化学反应控制阶段，后期为离子扩散控制阶段。应用分形理论对CaO分形维数进行了计算，发现随CO2浓度的增加，无论调质与否得到的CaO，分形维数均呈下降趋势。     

超滤膜结构参数特性的分析研究

用电镜法和渗透率法对PVDF-300超滤膜表面的孔径分布、孔隙率以及膜孔密度等结构参数进行了测定.结果表明,用扫描电镜法和场发射扫描电镜法测定膜平均孔径及膜孔密度等结构参数是比较吻合的.从而可以根据膜结构参数在透水过程中的变化规律研究膜污染的机理,为以后建立以膜结构参数为参数的膜污染模型奠定了理论基础.     

一种新型直流旋风分离器的分离机理探讨

分析了一种新型直流旋风分离器的分离机理及结构特点 ,推导出了这种旋风分离器内颗粒的运动规律和被分离的临界粒径。     

大孔径聚砜超滤膜的研究

作者用向铸膜液中加水的方法对制备大孔膜进行了研究。选择适宜的聚砜浓度和水含量，可以制得截留分子量为１５万的聚砜超滤膜。该膜对丙种球蛋白的截留率＞９５％，纯水透水速度可达７０－８０ｍｌ／ｃｍ＾２·ｈ（０．１ＭＰａ）。     

褐煤对苯酚的吸附性能及机制研究

酚类废水是一种有毒且排放量较大的有机废水,排放之前必须进行有效处理。以污染物苯酚为研究对象,褐煤为吸附剂,基于实验室小试,在正交试验的指导下,采用振荡平衡法研究了褐煤对苯酚的吸附效果,确定了褐煤用量、振荡吸附时间、温度、pH值对苯酚模拟废水吸附效果的影响。结果表明:在褐煤用量为10 g、振荡时间为1.5 h、温度为25℃、pH值为6的条件下,对100 mL质量浓度为100 mg/L的苯酚模拟废水处理效果最佳,苯酚的去除率可达70.86%。在最佳吸附条件下,一方面结合吸附苯酚前后褐煤比表面积及孔隙结构的变化进行分析,另一方面利用FT-IR对褐煤吸附苯酚前后表面官能团的变化进行了对比分析。褐煤内部孔隙发达,存在多类孔,以50 A以下的孔居多数,表明其微孔结构较复杂,且吸附行为致使孔隙面积缩小至近1/3,微孔减少明显,表明微孔对吸附过程影响很大;褐煤表面含有丰富的含氧官能团,为吸附苯酚提供了条件,在吸附苯酚的过程中物理吸附与化学吸附同时存在,褐煤主要表面宫能团—COOH、酚羟基及苯环结构骨架在化学吸附苯酚方面发挥着重要作用。这两方面从微观角度很好地解释了褐煤的吸附机理。     

Effect of intermittent aeration mode on nitrogen concentration in the water column and sediment pore water of aquaculture ponds

Nitrogen in pond sediments is a major water quality concern and can impact the productivity of aquaculture. Dissolved oxygen is an important factor for improving water quality and boosting fish growth in aquaculture ponds, and plays an important role in the conversion of ammonium-nitrogen (NH₄⁺-N) to nitrite-nitrogen (NO₂^?-N) and eventually nitrate-nitrogen (NO₃^?-N). A central goal of the study was to identify the best aeration method and strategy for improving water quality in aquaculture ponds. We conducted an experiment with six tanks, each with a different aeration mode to simulate the behavior of aquaculture ponds. The results show that a 36 hr aeration interval (T_c = 36 hr: 36 hr) and no aeration resulted in high concentrations of NH₄⁺-N in the water column. Using a 12 hr interval time (T_c = 12 hr: 12 hr) resulted in higher NO₂^?-N and NO₃^?-N concentrations than any other aeration mode. Results from an 8 hr interval time (T_c = 8 hr: 8 hr) and 24 hr interval time (T_c = 24 hr: 24 hr) were comparable with those of continuous aeration, and had the benefit of being in use for only half of the time, consequently reducing energy consumption.     

Characteristics of sewer biofilms in aerobic rural small diameter gravity sewers

Small diameter gravity sewers(SDGS) are extensively used to collect rural sewage as they are low in cost and quick to construct.However,the characteristics of biofilms in rural SDGS are still not clear.In this study,biofilms characteristics of aerobic rural SDGS were investigated using simulations in a lab under different flow conditions and slopes.Results indic ated that the average thickness of aerobic rural SDGS biofilms was in the range of 350-650 μm,decreasing at locations with variable flow and high slopes.Protein was the most abundant substance in extracellular polymeric substance of SDGS biofilms.The most abundant bacteria,Proteobacteria,Actinobacteria,and Bacteroidetes,and functional bacteria showed different distributions when analyzed through Illumina HiSeq sequencing of 16 S rRNA.The relative abundances of denitrifying bacteria,nitrite-oxidizing bacteria,and sulfate-reducing bacteria(SRB) were lower during variable flow than during stable flow.High slopes(15‰) decreased SRB presence,which could be used to mitigate H_2 S accumulation in aerobic SDGS.Overall,this study describes the characteristics of aerobic rural SDGS biofilms and provides valuable suggestions for the optimal design of SDGS based on these characteristics.