潮汐流人工湿地低温下 NH4+ -N去除模型的比较和优化

针对目前人工湿地在低温条件下脱氮效能降低的问题,本研究对每天3个运行周期的潮汐流人工湿地在低温条件下对NH4+ -N的处理效能进行研究,同时利用表观动力学模型、多元参数回归模型及Monod机制模型对NH4+-N的去除过程进行拟合.结果显示,在平均水温为9～13℃条件下,每天3个运行周期的潮汐流人工湿地对NH4+-N有良...     

连续流膜生物反应器中好氧颗粒污泥的形成及机制探讨

为了探讨好氧颗粒污泥在连续流膜生物反应器(MBR)中的形成过程和机制,采用连续流试验的方法,研究了好氧颗粒污泥形成过程中膜反应器内污染物的去除效果和好氧颗粒污泥特性的变化,并对连续流MBR中好氧颗粒污泥的形成机制进行了探讨.结果显示,连续流MBR中好氧颗粒污泥的形成增强了MBR的运行稳定性和抗冲击能力.废水中微生物抑制...     

闽江下游突发性水污染事故时空模拟

以闽江下游为例,基于有限元法建立闽江下游水动力模型及水质模型,通过对模型进行率定和验证,表明该模型具有较理想的模拟效果.在此基础上,利用闽江下游2004年的水文情况,模拟了突发性水污染事故中污染物的运移扩散过程.定量模拟了突发性水污染事故发生后,闽江下游不同地点处污染物到达的时间和浓度值,并对突发风险事故的影响范围、程...     

1950-2009年洞庭湖流域农业水灾演变特征及分异规律

洞庭湖流域为我国重要农业生产区,而农业水灾却一直是制约农业可持续发展的最大障碍因素。以1950-2009年水灾统计资料为依据,用定性与定量相结合的方法,系统分析了该流域农业水灾演变特征及区域分异。结果表明:①年年发生流域性或区域性的农业水灾,其中重灾、特大水灾频率呈增大趋势;②在长时间尺度演变过程中,受灾率异常指数岀现2个波峰期和4个波谷期,成灾率异常指数岀现3个波峰期和3个波谷期,且水灾受灾率与成灾率大体上呈同步变化,但短时间內受灾率与成灾率却呈反向波动;③农业水灾具有突变性,但总体演变呈增加趋势;④受孕灾环境、洪涝致灾因子及经济发展水平组合差异的制约,农业相对灾情与绝对灾情在空间上的分布均呈明显的南北分异与东西分异。     

西北干旱区中小城市水价探析

为了促进西北干旱区中小城市的快速、稳定的发展,解决该地区中小城市的水资源短缺问题,以水价作为出发点,充分利用水价格的经济杠杆作用,制定出该地区中小城市的水价。以西北干旱区中具有代表性的城市石河子为例,通过实地调研,得到石河子居民、居民生活用水情况、现行水价、居民家庭节水情况、居民的心理承受水价以及平时生活的节水意识等情况,通过分析,得出居民的心理承受偏低,现行水价仍有一定的上调空间,调价范围为1.58~2.31元/m3,最高可调至4.11元/m3。结合石河子的水价,为西北干旱区的中小城镇的水价改革、提高水资源的利用率等提出一些切实可行的建议。     

Resistance and biosorption mechanism of silver ions by Bacillus cereus biomass

Biosorption of silver ions onto Bacillus cereus biomass was investigated. Overall kinetic experiments were performed for the determination of the necessary contact time for the attainment of equilibrium. It was found that the overall biosorption process was best described by pseudo second-order kinetic model. The crystals detected by scanning electron microscope and X-ray photoelectron spectroscopy suggested the precipitation was a possible mechanism of biosorption. The molecular genetics of silver resistance of B. cereus biomass was also detected and illustrated by a whole cell sensor tool.     

Decolorization of dye solutions with Ruditapes philippinarum conglutination mud and the isolated bacteria

Application of Ruditapes Philippinarum conglutination mud (RPM) for decolorizing synthetic dye solutions was studied. RPM showed good activity for decolorization of Methylene Blue, Crystal Violet, Malachite Green, and Ink Blue. The amount of the RPM had great effect on the decoloration rate of the dye solutions. However, the decoloration rate did not continue to increase when the amount of mud exceeded the optimum dose. The temperature of the dye solution had a remarkable effect on the decolorization rate of Ink Blue solution, but had little effect on the other three dye solutions. The initial pH of the dye solutions evidently affected the decolorization rate of Malachite Green solution, but had less effect on the other three. The decolorization rate of the dye solutions increased significantly with treatment time within 8 hr, but tended to be steady after 8 hr for Methylene Blue, Crystal Violet and Malachite Green solutions, and after 12 hr for Ink Blue solution. The decolorization efficiencies for the four dye solutions under the optimum conditions were all above 90%. Seventeen strains screened from RPM showed flocculation ability for kaolin clay suspension. Out of them, the flocculation rate of strain ZHT3-9 and strain ZHT4-13 were up to 88.14% and 86.01%, respectively. ZHT3-9 was studied, and its decolorization rate for Methylene Blue, Crystal Violet, and Malachite Green reached 90.02%, 89.21%, and 80.29%, respectively. By morphological, physiological and biochemical characteristics analysis and 16S rRNA sequencing, the strain ZHT3-9 was identified as Arthrobacter sp.     

内循环(IC)反应器运行规律研究

研究采用自制内循环(IC)反应器,以实验室模拟废水为进水,接种城市污水处理厂的剩余污泥,对反应器的启动及运行过程进行研究,在经过污泥驯化、颗粒培养、调整及稳定的不同阶段连续运行.结果表明:启动初期反应器pH过低,产甲烷菌生长受抑制,导致VFA累积,容易酸化.通过改变模拟废水中微量元素的浓度及添加缓冲溶液,酸化的反应器可...     

钱塘江杭州段沉积物中铁锰的分布特征

针对钱塘江杭州段水污染现状,对钱塘江杭州段12个采样断面的沉积物进行了系统研究。结果表明,沉积物Fe、Mn的平均含量分别为2.05%,449 mg/kg,变异系数分别为16%、27%。主成分分析结果表明,Fe、Mn、K具有一定的同源性,代表沉积物的自然来源,Fe、Al的分布情况反映两者之间可能存在一定的同源性。相关性分析结果表明,Fe、Al、K均与粘粒显著或极显著相关,反映了地球化学作用和水文条件相互作用的结果;Mn与有机污染(OM)呈显著负相关,说明Mn的污染源与OM不存在同源性,相反,有机质污染导致沉积物锰含量有所降低,两者可能存在密切关系。     

膨胀石墨污水净化处理研究

利用膨胀石墨强大的吸附能力来处理城市生活污水,结果发现用膨胀石墨处理污水的前8h,COD的去除率达43％;处理第5～9d将出现第二个高峰,COD的去除率达48％,分析原因可能是存在物理吸附和微生物絮凝两方面的作用。最后经过20d的处理,膨胀石墨对生活污水的COD和BOD总去除率分别达到86％、78．9％,且除臭能力也很显著。