BAF处理焦化尾水和钢厂杂排水的研究

结合4万m3/d污水处理及回用工程的调试实践,对采用曝气生物滤池技术处理焦化尾水和钢厂杂排水的处理效果进行研究。结果表明:曝气生物滤池有一定的抗有机负荷冲击能力;对SS的去除效果好;进水有机负荷的大小是影响氨氮去除效果的一个重要因素;B/C是曝气生物滤池降解有机物效果好坏的重要因素。根据调试中实际操作情况确定:水反冲洗强度为5.83 L/(m2.s);气反冲洗强度为16 L/(m2.s);反冲洗周期为5 d,各反冲阶段时间分配:气洗时间为5 min,气水联合洗时间为3 min,水漂洗时间为5 min,反洗后,大约6 h出水恢复到反洗前的处理效果。     

自然通风沸石生物滴滤池脱氮机理

研究了自然通风沸石生物滴滤池中无机含氮化合物及微生物活性的沿程变化规律.结果表明,在水力负荷为6 m3/(m2·d),进水ρ(氨氮)为(19.2±2.6) mg/L的条件下,滴滤池单位体积滤料对氨氮的去除效果自上而下逐渐降低.而硝化速率的测定结果表明,中层和下层单位体积滤料上的硝化细菌活性较上层有了显著增加.因此可以认为,影响氨氮去除效果的首要因素是液相与生物膜相之间的氨氮传质速率,而非单位体积滤料的硝化细菌活性.滴滤池进出水中无机含氮化合物组成的变化表明,滤层中出现了显著的同步硝化反硝化现象,原因是滤池内部的沸石颗粒通风不畅,造成了局部的缺氧环境,利于反硝化作用的进行;同时,由于进水端C/N相对较高,反硝化主要发生在滴滤池上层.对生物膜耗氧速率的分析表明,上层生物膜以异养菌为主,随着有机物的沿程降解,中层和下层自养菌所占比例增加.      

外加磷提高生物预处理效果的试验研究

利用国内研究较多的生物陶粒滤池预处理工艺,在我国北方某水库原水中添加微量的磷,考察磷对生物预处理的促进作用通过生物分析方法,发现在原水水样中添加50μg/L的PO₄^3--P(NaH₂PO₄)后,可以促进原水中细菌的生长,BDOC也有所增加,证明了原水中磷对细菌生长的限制因子作用陶粒滤池的实际运行结果表明,对于本试验所用原水,添加25μg/L的PO₄^3--P(H₃PO₄)后,生物陶粒滤池对水中CODMn的去除率平均提高4.7个百分点,UV254和TOC的去除率分别提高3.6和5.7个百分点.由此为提高生物预处理的运行效果提供了一个新的思路,也说明磷在饮用水中的作用需要引起重视.     

中空柱状生物膜载体在处理工业废水工程中的应用

本文介绍新开发的一种在污水处理中的高科技产品一高效生物膜载体,通过对其在与其他处理方式各方面择比研究过程中的高找到其特点,推广新科技。     

SEDIMENT AND NITROGEN TRANSPORT IN GRASS FILTER STRIPS1

ABSTRACT: An 18-month field experiment was conducted to evaluate the effectiveness of grass filter strips in removing sediment and various nitrogen species from runoff. Runoff was collected from six 3.7 m wide experimental plots with 24.7 m long runoff source areas. Two plots had 8.5 m filters, two plots had 4.3 m filters, and two plots had no filters. Runoff was analyzed for total suspended solids (TSS), total Kjeldahl nitrogen (TKN),. filtered TKN (FTKN), NH₄⁺-N, and NO₃-N. The Mann-Kendall nonparametric test for trend (changes in filter effectiveness over time) indicated that there were no trends in the yields and concentrations of TSS, NO₃^--N, NH₄-N, TKN, and FTKN for the 8.5 m filter over time. For the shorter 4.3 m filters, there were significant upward trends in TKN yield and downward trends in TSS, NH4-N, and FTKN concentrations, indicating that trapping efficiency may have started changing with time. The Kruskal-Wallis test indicated that the 8.5 m filters reduced median yields and concentrations of TSS and all N species, but the 4.3 m filters only reduced the median yields and concentrations of TSS, NH₄⁺-N, TKN, and the median concentration of FTKN. The 8.5 and 4.3 m filters reduced contaminate yields and concentrations from 42 to 90 percent and from 20 to 83 percent, respectively.     

AUTOMATED METHODS FOR ESTIMATING BASEFLOW AND GROUND WATER RECHARGE FROM STREAMFLOW RECORDS1

ABSTRACT: To quantify and model the natural ground water recharge process, six sites located in the midwest and eastern United States where previous water balance observations had been made were compared to computerized techniques to estimate: (1) base flow and (2) ground water recharge. Results from an existing automated digital filter technique for separating baseflow from daily streamflow records were compared to baseflow estimates made in the six water balance studies. Previous validation of automated baseflow separation techniques consisted only of comparisons with manual techniques. In this study, the automated digital filter technique was found to compare well with measured field estimates yielding a monthly coefficient of determination of 0.86. The recharge algorithm developed in this study is an automated derivation of the Rorabaugh hydrograph recession curve displacement method that utilizes daily streamflow. Comparison of annual recharge from field water balance measurements to those computed with the automated recession curve displacement method had coefficients of determination of 0.76 and predictive efficiencies of 71 percent. Monthly estimates showed more variation and are not advocated for use with this method. These techniques appear to be fast, reproducible methods for estimating baseflow and annual recharge and should be useful in regional modeling efforts and as a quick check on mass balance techniques for shallow water table aquifers.     

Impacts of backwashing on micropollutant removal and associated microbial assembly processes in sand filters

● Backwashing in sand filters with 2-h and 4-h EBCTs was simulated. ● Removal efficiency of five micropollutants recovered within 2 d at 2-h EBCT. ● Active biomass of sand filters recovered within 2 d under two EBCTs. ● Microbial composition gradually recovered to pre-backwashing level at 2-h EBCT. ● Recovered microbes only accounted for 15.55 %–25.69 % in the sand filters at 4-h EBCT. Backwashing is crucial for preventing clogging of sand filters. However, few studies have investigated the effect of backwashing on micropollutant removal and the dynamic changes in the microbial community in sand filters. Here, we used a series of manganese and quartz sand filters under empty bed contact times (EBCTs) of 2 h and 4 h to explore variations in micropollutant degradation and temporal dynamics of the microbial community after backwashing. The results showed that the removal efficiencies of caffeine, sulfamethoxazole, sulfadiazine, trimethoprim, atrazine, and active biomass recovered within 2 d after backwashing in both types of sand filters at 2-h EBCT, but the recovery of sulfadiazine and trimethoprim was not observed at 4-h EBCT. Moreover, the removal efficiency of atenolol increased after backwashing in the manganese sand filters, whereas maintained almost complete removal efficiency in the quartz sand filters at both EBCTs. Pearson correlation analysis indicated that microbial community composition gradually recovered to the pre-backwashing level (R increased from 0.53 to 0.97) at 2-h EBCT, but shifted at 4-h EBCT (R < 0.25) after backwashing. Furthermore, the compositions of the recovered, depleted, and improved groups of microbes were distinguished by applying hierarchical clustering to the differentially abundant amplicon sequence variants. The cumulative relative abundance of recovered microbes at 2-h EBCT was 82.76 % ± 0.43 % and 46.82 % ± 4.34 % in the manganese and quartz sand filters, respectively. In contrast, at 4-h EBCT, the recovered microbes dropped to 15.55 %–25.69 % in both types of sand filters.     

滤膜过滤 微波干燥法快速测定水中悬浮物

采用滤膜过滤微波干燥技术,建立了水中悬浮物的快速测定方法。以0.45μm硝酸乙酸纤维素(CN-CA)滤膜为过滤介质,采用变功率连续加热模式,空白湿滤膜在10 min内恒重(900 W/5 min+500 W/5 min),附有悬浮物的湿滤膜在13 min内恒重(900 W/8 min+500 W/5 min)。选择不同质量浓度的高岭土标准样品和不同类别的实际样品进行方法性能测试,结果表明,该方法检出限为5 mg/L,相对标准偏差(RSD)为2.7%~7.1%,相对误差为2.0%~5.0%,采用该方法与采用标准方法《水质悬浮物的测定重量法》(GB 11901—89)测定实际样品的结果吻合。该方法显著缩短了水中悬浮物测定的分析时间,精密度和准确度能够满足分析要求,可用于地表水及一般工业排放废水中悬浮物质量浓度的快速测定。     

基于KZ滤波法的江淮地区PM2.5浓度变化影响分析

基于2018—2020年合肥、芜湖和马鞍山3个城市国控站点的PM_2.5逐日监测数据和同期地面气象观测资料,利用Kolmogorov-Zurbenko(KZ)滤波对PM_2.5日浓度的原始时间序列进行分解,获取短期分量、季节分量和长期分量,并进行多元线性逐步回归构建各分量与气象因子的模型,最后依据短期分量和基线分量的回归模型和残差分析,对序列进行重建,获取消除气象条件影响的PM_2.5长期分量。KZ滤波分析结果表明：2018—2020年气象条件对江淮区域PM_2.5污染改善影响存在波动,在2018—2019年为负贡献,而在2020年秋冬季则变为正贡献;江淮地区3个城市2018年和2020年PM_2.5修正后的长期分量均值表明气象条件对各市PM_2.5改善影响存在差异较大,气象条件对合肥PM_2.5改善的贡献仅为1.0%,芜湖为7.8%,马鞍山为21.0%;NAQPMS数值模式情景分析结果显示,减排措施对江淮之间PM_2.5浓度改...     

带式浓缩压滤一体机系统分析

DYQN型带式浓缩压滤一体机是在消化吸收国外先进技术的基础上自行研制的新型高效污泥脱水设备 ,它在原有的QDY型带式压滤脱水机基础上增配DYQ型浓缩机 ,具有效率高、能耗低、脱水效果好、结构简单、维修方便等优点。目前广泛用于石油、化工、煤炭、冶金、建材、轻纺、食品及给排水环保等工程中的固液分离。