城市污水厂污泥堆肥中试实验研究

城市污水厂污泥由于产生量大且成分复杂，如何对它进行稳定化、无害化处理已越来越受到人们的关注。本研究基于好氧发酵仓式堆肥系统，研究了城市污泥处理过程中温度、含水率、pH、有机质、水溶性有机碳、总氮和发芽指数等指标参数的变化规律。研究结果表明：当物抖初始含水率控制在65％左右时，在强制通风量112．5m^3／12hr，搅拌频率30min/24hr的工艺条件下，堆肥过程可以实现顺利升温并在55℃以上维持3天，满足杀灭致病茵要求的条件；14天反应用期结束时，物抖含水率、水溶性有机碳和有机质含量显著降低，堆肥产品腐熟，卫生学指标达到了美国EPA污泥产品A类标准；得列的污泥产品成为性质优良的土壤质量调节荆。     

三价砷和五价砷对活性污泥几种酶活性的影响

应用静态试验,研究了As(Ⅲ),As(Ⅴ)对活性污泥脱氢酶活性、脲酶活性、蛋白酶活性的影响。其结果:抑制10%脱氢酶、脲酶、蛋白酶活性的As(Ⅲ)浓度分别为10.0mg/gMLSS,13.4mg/gMLSS,2.6mg/gMLSS;As(Ⅴ)的浓度则分别为552.6mg/gMLSS,464.4mg/gMLSS,193.7mg/gMLSS。As(Ⅲ)对活性污泥的毒性比As(Ⅴ)平均大53倍。     

Insights into the mechanism of the deterioration of mainstream partial nitritation/anammox under low residual ammonium

Residual ammonium is a critical parameter affecting the stability of mainstream partial nitritation/anammox (PN/A), but the underlying mechanism remains unclear. In this study, mainstream PN/A was established and operated with progressively decreasing residual ammonium. PN/A deteriorated as the residual ammonium decreased to below 5 mg/L, and this was paralleled by a significant loss in anammox activity in situ and an increasing nitrite oxidation rate. Further analysis revealed that the low-ammonium condition directly decreased anammox activity in situ via two distinct mechanisms. First, anammox bacteria were located in the inner layer of the granular sludge, and thus were disadvantageous when competing for ammonium with ammonium-oxidizing bacteria (AOB) in the outer layer. Second, the complete ammonia oxidizer (comammox) was enriched at low residual ammonium concentrations because of its high ammonium affinity. Both AOB and comammox presented kinetic advantages over anammox bacteria. At high residual ammonium concentrations, nitrite-oxidizing bacteria (NOB) were effectively suppressed, even when their maximum activity was high due to competition for nitrite with anammox bacteria. At low residual ammonium concentrations, the decrease in anammox activity in situ led to an increase in nitrite availability for nitrite oxidation, facilitating the activation of NOB despite the dissolved oxygen limitation (0.15–0.35 mg/L) for NOB persisting throughout the operation. Therefore, the deterioration of mainstream PN/A at low residual ammonium was primarily triggered by a decline in anammox activity in situ. This study provides novel insights into the optimized design of mainstream PN/As in engineering applications.     

Simultaneous determination of dissolved organic nitrogen, nitrite, nitrate and ammonia using size exclusion chromatography coupled with nitrogen detector

Accurate quantification of dissolved organic nitrogen (DON) has been a challenge due to the cumulative analytical errors in the conventional method via subtracting dissolved inorganic nitrogen species (DIN) from total dissolved nitrogen (TDN). Size exclusion chromatography coupled with an organic nitrogen detector (SEC-OND) has been developed as a direct method for quantification and characterization of DON. However, the applications of SEC-OND method still subject to poor separations between DON and DIN species and unsatisfied N recoveries of macromolecules. In this study, we packed a series of SEC columns with different lengths and resin materials for separation of different N species and designed an independent vacuum ultraviolet (VUV) oxidation device for complete oxidation converting N species to nitrate. To guarantee sufficient N recoveries, the operation conditions were optimized as oxidation time ≥ 30 min, injection mass (sample concentration × injection volume) < 1000 µL × mg-N/L for macromolecular proteins, and neutral pH mobile eluent. The dissolved O₂ concentration in SEC mobile phase determined the upper limit of VUV oxidation at a specific oxidation time. Compared to conventional HW50S column (20 × 250 mm), HW40S column (20 × 350 mm) with mobile phase comprising of 1.5 g/L Na₂HPO₄·2H₂O + 2.5 g/L KH₂PO₄ (pH = 6.85) could achieve a better separation of DON, nitrite, nitrate, and ammonia. When applied to river water, lake water, wastewater effluent, groundwater, and landfill leachate, the SEC-OND method could quantify DON as well as DIN species accurately and conveniently even the DIN/TDN ratio reached 0.98.     

城市污水高效低耗生物脱氮工艺研究

采用活性污泥与生物膜法相结合工艺处理城市生活污水，可以高效去除污水中的有机物和NH4^ -N。研究结果表明：水力停留时间为7．5h、回流比为1．5、无外加碳源时，COD的去除率大于90％，NH4^ -N的去除率大于99％；平均出水COD小于40mg／L，NH4^ -N小于1mg／L，TN的去除率60％左右；反硝化过程的适宜C／N为4～5。     

反硝化聚磷一体化设备生产性实验研究

反硝化聚磷一体化设备主要特点是在利用含反硝化聚磷菌的活性污泥在缺氧状态过量聚磷，在完成磷去除的同时进行反硝化。通过实验得出缺氧释磷在前30min内大量释放，60min以后甚微；反硝化吸磷在最初10几分钟内速率极大；吸磷与反硝化紧密相关；聚磷菌在释、聚磷时利用一定量的有机物。     

绿色食品产地土壤中总砷的测定

文章采用硝酸-盐酸混合试剂热消解,氢化物发生原子荧光法-定绿色食品产地土壤中总砷.方法的检出限为0.0107mg/kg,相对标准偏差为1.4%,加标回收率为97.8%～102%之间.     

污水中硫化物分析方法的改进

根据<水和废水监测分析方法>(第三版)中规定的污水中硫化物分析的预处理方法,水样中加1 1的磷酸10ml酸化水样,使水样中的硫化物转变成硫化氢气体,利用高纯氮气,控制好载气流速将硫化氢气体吹出,用乙酸锌-乙酸钠溶液吸收,吹气的时间为45min.同时采用65～80℃的水浴温度加热烧瓶,提高污水中硫化氢的回收率.我们通过平时的对比实验发现,该测定方法时间长,而且存在较大的误差,回收率偏低,影响了实验的速度和测定结果的准确性.为此,针对以上情况,我们对该实验方法进行了改进.实验证明该方法具有准确度高,精密度好,测定周期短等优点,完全能满足污水中硫化物监测的需要.     

黔中岩溶地区草地下土壤CO_2含量的变化特征

全球碳循环中,CO_2的未知汇可能是陆地生态系统中某一部分,如土壤。土壤中CO_2的含量是大气的几倍至近百倍,它的吸收与释放将影响大气中的CO_2浓度。岩溶地区占全球陆地面积的1/15。对典型的岩溶地区——黔中某地土壤的CO_2进行了四季及昼夜的采样测定,结果表明,该地地表大气的CO_2含量具有季节变化的特征。土壤气中的CO_2浓度为大气CO_2浓度的几倍至一百多倍;自地表向下,随着土壤深度的增大,CO_2浓度升高。土壤CO_2含量的季节变化及昼夜变化,与土壤中CO_2来源和温度等因子变化有关。     

Recovery of heavy metals from electroplating sludge and stainless steel pickle waste liquid by ammonia leaching method

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