生物法-人工湿地组合工艺处理小城镇混合污水研究

为适应小城镇污水处理高效、低耗、管理简单的要求,开展了生物法(水解酸化/生物接触氧化)-人工湿地组合工艺(A/BCO-CW)处理小城镇片区混合污水的研究。结果表明,A/BCO系统在停留时间为3～6 h条件下,对悬浮物和有机物有高的去除效率,COD、BOD5和TSS去除率分别达到63.1%、67.7%和66.2%,避免了人工湿地堵塞和提高处理效率,减少了所需湿地面积44%。全年运行结果表明,在0.30～0.59 m/d水力负荷率下,垂直流-表面流-水平潜流人工湿地组合系统对COD、BOD5和TSS平均去除负荷达9.4、5.1和7.2 g/(m2.d)(42%、71.2%和85.2%);COD、BOD5去除速率常数为74.6±12.1 m/y、166±30.5 m/y,这些数值均处于文献中k值范围的高量程内。A/BCO-人工湿地系统对COD、BOD5和TSS具有好的处理效果,出水水质能够稳定达到《地表水环境质量标准》(GB 3838-2002)的IV类水标准,2种处理方法有效组合起来,所开发的低成本、高效率、可持续运行的城镇废水处理组合系统,将会在实际应用尤其是高有机负荷污水处理中发挥良好效用。     

超声协同TiO_2光催化降解4,4′-二溴联苯

以纳米TiO2膜为光催化剂,对4,4′-二溴联苯水溶液进行了超声光催化(US+UV)、光催化(UV)和超声(US)降解,探讨了初始浓度、超声的声强和频率等对降解4,4′-二溴联苯的影响。结果表明,4,4′-二溴联苯的超声光催化降解存在协同效应,降解率随4,4′-二溴联苯初始浓度的增大而下降,随声强和频率的增大而增大。超声光催化过程符合一级动力学方程,反应数率常数为0.011 min-1。超声光催化与光催化的降解产物不同。     

The distribution of Cs, K, Rb and Cs in plants in a Sphagnum-dominated peatland in eastern central Sweden

We record the distribution of ¹³⁷Cs, K, Rb and Cs within individual Sphagnum plants (down to 20 cm depth) as well as ¹³⁷Cs in vascular plants growing on a peatland in eastern central Sweden. In Calluna vulgaris¹³⁷Cs was mainly located within the green parts, whereas Andromeda polifolia, Eriophorum vaginatum and Vaccinium oxycoccos showed higher ¹³⁷Cs activity in roots. Carex rostrata and Menyanthes trifoliata showed variable distribution of ¹³⁷Cs within the plants. The patterns of ¹³⁷Cs activity concentration distribution as well as K, Rb and Cs concentrations within individual Sphagnum plants were rather similar and were usually highest in the capitula and/or in the subapical segments and lowest in the lower dead segments, which suggests continuous relocation of those elements to the actively growing apical part. The ¹³⁷Cs and K showed relatively weak correlations, especially in capitula and living green segments (0-10 cm) of the plant (r = 0.50). The strongest correlations were revealed between ¹³⁷Cs and Rb (r = 0.89), and between ¹³⁷Cs and stable Cs (r = 0.84). This suggests similarities between ¹³⁷Cs and Rb in uptake and relocation within the Sphagnum, but that ¹³⁷Cs differs from K.     

天然矿物复合陶瓷材料制备及对印染废水脱色的研究

印染废水是水污染的重要来源之一,是目前较难处理与急需处理的工业废水。天然矿物材料通过吸附、光催化降解等作用可有效去除印染废水中的染料分子。为了开发新型环境矿物材料,采用白云石、菱镁矿等天然矿物作为原材料经粉碎、配料、造粒、烧结、水洗合成天然矿物复合陶瓷材料,用于印染废水的脱色。对酸性黑10B和直接混纺蓝D-3GL2种不同性质的染料废水进行了定量脱色研究。研究表明,当材料投加量为8 g/L,处理时间12 h,pH2~8,对2种废水均有95%以上的去除率;经800℃煅烧15 min的工艺进行再生活化,实现了陶瓷材料的循环使用。此方法制得的天然矿物复合陶瓷材料微孔结构明显,机械强度高,散失率低,解决了粉末材料在废水脱色过程中存在的固液难以分离的问题。     

废纸造纸废水结垢原因及防治对策研究

针对无锡某废纸造纸企业产生的污水经厌氧-好氧-化学混凝处理后,出水在放流池产生结垢现状,对各段污水中主要离子浓度进行跟踪分析,并对结垢的组分、结垢原因、机理和防治结垢对策进行了探讨。结果表明:垢样的主要成分为CaCO3;污水中含有较高浓度的钙离子和碳酸氢根离子是导致结垢的主要原因,较高的水温、pH值、流速、流动状态、池壁的粗糙程度以及PAC的投加对结垢也有一定的影响;最佳防治对策为使用Ca(OH)2+PAM代替PAC+PAM混凝,保证COD达标排放同时,也解决了出水结垢问题。     

地下渗滤系统处理农村生活污水的研究

在天津武清区一村落构建了2个并行的地下渗滤系统,考察了其对农村生活污水的处理效果。该系统水力负荷为10 cm/d,处理能力为50 t/d。填充介质选用土壤、陶粒、炉渣和两种自然有机质,按5∶2∶2∶1的比例配置的人工土层。结果表明地下渗滤系统对污水中各种主要污染因子均有一定的去除效果,在进水COD和C/N较低的不利条件下,COD、总磷、氨氮、总氮、悬浮物均得到有效去除,出水中各项污染指标平均浓度均达到《城镇污水处理厂污染物排放标准》中的一级A标准;具体到不同的污染指标,添加了不同有机质的2个并行系统的处理效果也有所不同。总体上看,地下渗滤系统作为农村生活污水的处理设施有很好的应用前景。     

Variation of radiation level and radionuclide enrichment in high background area

Significantly high radiation level and radionuclide concentration along Quilon beach area of coastal Kerala have been reported by several investigators. Detailed gamma radiation level survey was carried out using a portable scintillometer. Detailed studies on radionuclides concentration in different environmental matrices of high background areas were undertaken in the coastal areas of Karunagapalli, Kayankulam, Chavara, Neendakara and Kollam to study the distribution and enrichment of the radionuclides in the region. The absorbed gamma dose rates in air in high background area are in the range 43-17,400 nGyh⁻¹. Gamma radiation level is found to be maximum at a distance of 20 m from the sea waterline in all beaches. The soil samples collected from different locations were analysed for primordial radionuclides by gamma spectrometry. The activity of primordial radionuclides was determined for the different size fractions of soil to study the enrichment pattern. The highest activity of ²³²Th and ²²⁶Ra was found to be enriched in 125-63 μ size fraction. The preferential accumulation of ⁴⁰K was found in <63 μ fraction. The minimum ²³²Th activity was 30.2 Bq kg⁻¹, found in 1000-500 μ particle size fraction at Kollam and maximum activity of 3250.4 Bq kg⁻¹ was observed in grains of size 125-63 μ at Neendakara. The lowest ²²⁶Ra activity observed was 33.9 Bq kg⁻¹ at Neendakara in grains of size 1000-500 μ and the highest activity observed was 482.6 Bq kg⁻¹ in grains of size 125-63 μ in Neendakara. The highest ⁴⁰K activity found was 1923 Bq kg⁻¹ in grains of size <63 μ for a sample collected from Neendakara. A good correlation was observed between computed dose and measured dose in air. The correlation between ²³²Th and ²²⁶Ra was also moderately high. The results of these investigations are presented and discussed in this paper.     

采油废水的深度处理回用

采用溶气气浮—生物接触氧化—膜分离组合工艺深度处理采油废水。实验结果表明,出水水质满足热采锅炉进水要求。该法可年处理废水1.3×105m3,产水率按50%计,年节约新鲜水和废水回灌费用共计77.88万元,年节水效益为21.71万元。     

固定化白腐真菌反应器与接触氧化反应器联用处理癸二酸生产废水

采用固定化白腐真菌(WRF)反应器与接触氧化反应器联用处理癸二酸废水。在WRF反应器中,以汽曝玉米秸秆为载体,并添加铜、铁促进白腐真菌生长和产酶作用,载体的使用寿命约为45 d。在进水苯酚平均质量浓度为69.36 mg/L、平均进水COD为1 648.81 mg/L的条件下,经WRF反应器处理后,苯酚平均质量浓度降至7.59 mg/L,平均出水COD降至478.03 mg/L;再经接触氧化反应器处理后,苯酚平均质量浓度降至1.65 mg/L,平均出水COD降至297.31 mg/L。