活性污泥法处理污水两个重要参数的理论探讨

负荷、泥龄是活性污泥法处理城市污水设计、运行中的重要参数.给出了有机负荷的动力学表达形式(称之为动力学负荷),并对有机负荷和泥龄的关系,有机负荷和泥龄对水质、污泥沉降性能影响进行了理论探讨.     

稀磷酸澄清槽泥浆泵改用单螺杆泵的实践

磷酸生产中输送稀磷酸澄清槽淤渣的泥浆泵，各厂的运行情况都不够理想。介绍了三种类型泥浆泵的运行情况，针对淤渣中会出现块结垢物影响泥浆泵长期运行，在单螺杆泵进料腔内设置破碎送料器后，取得了较理想的效果，从而提高了磷酸装置的运转率和磷得率。     

CATALYTICALLY ACTIVE COMPONENTS OF Fe_2O_3-Sb_2O_4 MIXED OXIDE CATALYSTS AND THEIR ROLE IN AMMOXIDATION OF PROPYLENE

The catalytically active components of a series of Fe_2O_3-Sb_2O_4 mixed oxide catalysts with differentSb/Fe ratio,calcined at elevated temperature,as well as with or without support,have been investigated byX-ray diffraction analysis,Mossauer spectroscopy and XPS in order to elucidate their catalytic behavior inammoxidation of propylene.Correlations of acrylonitrile yield with Fe~2 and Fe~3 respectively showed that,FeSbO_4 seems to bethe basic active component of catalyst,upon which the formation of new phase containing Fe~3 is responsiblefor a good selective oxidation.     

2,4,6-三甲氧基脱氧安息香的合成新方法

以1,3,5-三甲氧基苯替代间苯三酚为原料和苯乙腈反应,用甲苯替代不易回收且安全性较差的乙醚为溶剂,通过Hoesch反应制备得到2,4,6-三甲氧基脱氧安息香,产品经HNMR和MS定性.因醚键的保护作用降低了羟基的反应活性,抑制了副反应,使得方法改进后,Hoesch反应的单步收率提高到81.3%.考察了原料配比、反应时间及ZnCl2用量对反应的影响,得到了较佳的反应条件为1,3,5-三甲氧基苯与苯乙腈的摩尔配比为1.2∶1,反应时间为28 h,ZnCl2与苯乙腈的摩尔配比为0.3∶1.     

7.63m特大型焦炉砌筑施工技术及要点

主要针对7.63m特大型焦炉砌筑施工技术,从工程实践效果分析其施工技术在质量、工期、成本等方面收到良好的经济效益和社会效益,现对7.63m特大型焦炉施工技术作简要介绍。     

光催化-Fenton工艺处理废纸制浆废水

为有效处理废纸制浆废水,采用氙灯照射下的光催化-Fenton技术,研究不同反应器、曝气、草酸钾、H2O2投加方式和废水质量浓度对光-Fenton工艺去除废水中TOC或吸光度的影响.结果表明,提高光照强度可提高TOC去除率;添加适量的草酸钾可提高处理效果;H2O2分两次投加可取得较好的处理效果,大大减少对催化剂的需求;在处理过程中使废水暴露于空气可提高有机物的脱氯效果,但曝气对处理效果并无益处.对于TOC为185 mg/L左右的废纸制浆废水,在[H2O2]=1000 mg/L、[Fe(Ⅱ)]=100 mg/L、pH=3.0、温度为30℃的条件下,经过30 min处理,废水的TOC可去除63%以上.     

环境镉致肾损伤与槲皮素应用时间的研究

实验研究了镉致急性肾损伤及槲皮素对肾损伤的保护作用.将雄性Wistar大鼠随机分成对照组、镉组、槲皮素治疗组,分别对各组大鼠进行生理盐水注射、氯化镉注射、氯化镉注射加槲皮素灌胃,然后测定镉致肾损伤指标:尿蛋白含量、血尿素氮(BUN)、尿乙酰氨基葡糖苷酶(NAG)、尿γ-L-谷氨酰转肽酶(γ-GT)、尿金属硫蛋白(UMT).研究结果表明:镉组与对照组相比,肾损伤指标含量显著增高;槲皮素治疗组与镉组相比,肾损伤指标含量显著降低,且随着应用槲皮素时间的增加,肾损伤指标含量逐渐恢复.因此,镉能够导致肾损伤,而槲皮素对镉致大鼠急性肾损伤具有保护作用,且其保护作用具有时间依赖性.     

OFDM快速频偏估计方法

提出一种基于前导符号为L等分结构的OFDM快速频偏估计的新方法,该方法只需一个OFDM符号作为前导符号,数据开销较小.接收端先用相关求相角的方法完成细频偏估计,再对经过细频偏补偿后的前导数据进行符号重构,然后对重构符号采用L点FFT运算,通过寻找频域信号峰值,对剩余频偏进行估计,从而完成粗频偏估计.为进一步降低系统的计算开销,采用了多级判决方式.计算机仿真表明,该方案具有计算复杂度低,估计性能较高的优点.     

Effects of main factors on remedying northern landscaping water by hybrid ecological filter

Natural zeolite and coal cinder were layered as main packing medium of the ecological filter instead of traditional filling to remedy the static lake water in Northern China.The ecological filter was running in a combined upward and downward flow mode.Dynamic experiments were carried out to study the effects of retention time and ambient temperature on pollutants’ removal efficiency of the hybrid ecological filter.The function of plant was also studied by contrast test.It is showed that the removal efficiencies of NH4+-N and TP are increased when the retention time is changed from 1 h to 2 h and 4 h,but the removal efficiency of TN is decreased,the removal efficiency of NH4+-N is increased from 91.5% to 98% and that of TP is increased from 31.8% to 52.5%.When the temperature declines,the temporal removal efficiency of NH4+-N is reduced,but the removal efficiency of 24 h and 48 h is remained.The removal efficiency of TP after 24 h and 48 h is decreased when the temperature declines evidently.The retention time plays an important role in NH4+-N and TP removal,and the ambient temperature is significant for TP removal.The plant favors for TP and organic matter removal but has little effect on TN removal.     

Zonal disintegration phenomenon in enclosing rock mass surrounding deep tunnels -- Elasto-plastic analysis of stress field of enclosing rock mass

The zonal disintegration phenomenon (ZDP) is a typical phenomenon in deep block rock masses. In order to investigate the mechanism of ZDP, an improved non-linear Hock-Brown strength criterion and a bi-linear constitutive model of rock mass were used to analyze the elasto-plastic stress field of the enclosing rock mass around a deep round tunnel. The radius of the plastic region and stress of the enclosing rock mass were obtained by introducing dimensionless parameters of radial distance. The results show that tunneling in deep rock mass causes a maximum stress zone to appear in the vicinity of the boundary of the elastic and the plas-tic zone in the surrounding rock mass. Under the compression of a large tangential force and a small radial force, the rock mass in the maximum stress zone was in an approximate uniaxial loading state, which could lead to a split failure in the rock mass.