限氧EGSB反应器内颗粒污泥性能研究

研究限氧EGSB反应器内颗粒污泥的沉淀性能、产甲烷活性、形态、抗温度和负荷冲击等特性,以分析限氧EGSB反应器长期高效稳定运行的可行性.结果表明,限氧运行使得颗粒污泥的沉速降低,但仍能保持20.07～51.86 m/h的高沉速,保证了限氧EGSB反应器内约42 g/L的高污泥浓度;加入适量氧并没有对甲烷菌产生毒害作用,反而有所提高,提高幅度为11.94%.限氧EGSB反应器内颗粒污泥表面和内部微生物没有出现明显的分区分布,中高进水浓度时没有出现甲烷八叠球菌的明显优势;限氧EGSB反应器内颗粒污泥在经历温度和COD负荷双重冲击后,COD去除率明显降低,出水VFA明显增高,产气量明显降低,甚至出现不产气的情况.COD去除率的恢复很快,仅需20 d;出水VFA和产气也逐渐恢复,但有所滞后;微生物的恢复要慢些,扫描电镜结果表明,有些颗粒污泥表面的微生物细胞仍存在收缩现象.     

水体中苯胺光降解的实验研究

为了更好地了解苯胺类物质在环境中的化学行为,在自行设计的光化学反应器上进行模拟天然水体的苯胺光降解实验,用气相色谱法测定苯胺的残余质量浓度,考察了水体pH值、光强、反应时间、光敏化剂、水质等条件影响下苯胺的光降解效果和规律.3h内苯胺在3个不同体系中的降解效果从大到小依次是:去离子水模拟天然水体、加入光敏化物质的灭菌河水、未加光敏化物质的灭菌河水.pH值为5.0,Fe2 、过氧化氢、腐殖质存在时苯胺的光降解效果较好.     

水环境中轮状病毒分子生物学检测技术

轮状病毒是重要的水介传播病原体,其感染性强,稳定性高,是水环境中危害严重的病原微生物,快速、准确地检测水环境中的轮状病毒对于控制疾病爆发和保障水质公共卫生安全极为重要.本文系统介绍了水环境中病毒浓集方法、核酸提取方法以及分子生物学检测方法,综述了水中轮状病毒浓集和分子生物学检测方法的研究进展,并探讨了分子生物学方法在检测水环境中轮状病毒存在的问题及发展趋势.     

海岸带含水层咸淡水界面随潮汐波动的数值模拟

在分析、研究了滨海地带含水层和不透水层的水文地质特性及含水层内的咸淡水渗流运动特征的基础上,运用数学推理的手法,建立了一种较为简单适用的模拟海岸带含水层咸淡水界面和天然地下水面变动规律的二维数学模型,通过该模型的计算值与实验值的比较,证明该模型的计算结果与实验结果有着非常好的拟合度,即该模型能较客观地揭示海水入侵引起的咸淡水界面的变化规律.其后,运用该模型系统的探讨了含水层以下为非平坦的不透水层的滨海地带天然地下水面、咸淡水界面伴随着潮汐的波动而变化的规律.即伴随着潮汐的波动,一方面天然地下水面和咸淡水界面与潮汐具有相似的振动波形,波动的幅度随离海岸距离的增加而减小.在海岸附近咸淡水界面的振幅大于天然地下水面的振幅,而在离开海岸一定距离后天然地下水面的振幅超过咸淡水界面的振幅.总体上天然地下水面的振幅呈负指数衰减,而咸淡水界面的振幅几乎呈直线衰减(其衰减直线的倾角在135～150 °之间变动),且潮汐波动对天然地下水面影响的范围远大于其对咸淡水界面的影响;另一方面天然地下水面和咸淡水界面波动的振幅及它们之间的相位差的大小还与天然地下水面的水力坡度、含水层的渗透系数、有效孔隙率、不透水层形状及其变动的幅度有关,但它们之间的相位差的大小与潮汐波动的幅度无关,其振幅与潮汐的振幅成比例增减.当不透水层的形状一定时,不论天然地下水面的水力坡度、含水层的渗透系数、有效孔隙率及潮汐波动的幅度怎么变动,天然地下水面、咸淡水界面振动的相位差的变化趋势及其峰值出现的位置几乎不变,即不透水层的形状决定着天然地下水面、咸淡水界面振动的相位差的变化趋势,而其大小与含水层的水文地质参数(水力坡度、渗透系数及有效孔隙率)密切相关.此外,当天然地下水面和咸淡水界面的振动存在相位和振幅的较大差异时,可以断定含水层以下存在非平坦的不透水层,且这种差异越大,不透水层凸凹不平的程度越高.     

基于水资源合理配置的河流“双总量”控制研究——以河北省唐山市为例

河道的最小控制流量和最大纳污控制量（简称“双总量”）是维系河流健康的决定性因子。论文初步建立了基于水资源合理配置的河流“双总量”控制研究技术框架,并对唐山市月尺度的“双总量”控制指标进行核算。通过水资源合理配置,除个别枯水年份和连续枯水年份外,唐山市河道的最小控制流量均可得到满足。在基准年、2010年和2020年3个规划水平年,唐山市规划河流COD的最大纳污控制量分别为16357．57、12659．19和11572．50t／a;NH3-N的最大纳污控制量分别为907．80、660．27和580．09t／a。在统一水资源配置平台上制定的“双总量”控制指标,从根本上保障了竞争用水条件下河流生态需水,客观确立了规划水平年河道纳污能力的年内分配,并整体上提高了河流的最大纳污能力。     

Experimental investigation of the e ect of flow turbulence and sediment transport patterns on the adsorption of cadmium ions onto sediment particles

The mechanism of flow turbulence,sediment supply conditions,and sediment transport patterns that affect the adsorption of cadmiumions onto sediment particles in natural waters are experimentally simulated and studied both in batch reactors and in a turbulencesimulation tank.By changing the agitation conditions,the sediment transport in batch reactors can be categorized into bottom sediment-dominated sediment and suspended sediment-dominated sediment.It is found that the adsorption rate of bottom sediment is much lessthan that of suspended sediment,but the sediment transport pattern does not affect the final(equilibrium)concentration of dissolvedcadmium.This result indicates that the parameters of an adsorption isotherm are the same regardless of the sediment transport pattern.Inthe turbulence simulation tank,the turbulence is generated by harmonic grid-stirred motions,and the turbulence intensity is quantifiedin terms of eddy diffusivity,which is equal to 9.84F(F is the harmonic vibration frequency)and is comparable to natural surfacewater conditions.When the turbulence intensity of flow is low and sediment particles stay as bottom sediment,the adsorption rateis significantly low,and the adsorption quantity compared with that of suspended sediment is negligible in the 6 h duration of theexperiment.This result greatly favors the simplification of the numerical modeling of heavy metal pollutant transformation in naturalrivers.When the turbulence intensity is high but bottom sediment persists,the rate and extent of descent of the dissolved cadmiumconcentration in the tank noticeably increase,and the time that is required to reach adsorption equilibrium also increases considerablydue to the continuous exchange that occurs between the suspended sediment and the bottom sediment.A comparison of the results ofthe experiments in the batch reactor and those in the turbulence simulation tank reveals that the adsorption ability of the sediment,andin particular the adsorption rate,is greatly over-estimated in the batch reactor.     

水电站项目生态用水工程措施设计

电站引水发电以及堤坝式电站调峰运行将使坝下河段减(脱)水,调水、引水和供水等河道以外用水水利工程也将造成下游河道减(脱)水,水文将对水生生态、生产和生活用水、河道景观等产生一系列的不利影响.为维护河流的基本生态需求,水利水电工程必须下泻一定的生态流量,将其纳入工程水资源配置统筹考虑,使河流水电动能经济规模和水资源配备向"绿色"方向发展.本文以火溪河阴坪水电站为例,简述水电工程下泄生态流量确定的主要方法和下泄生态流量的工程措施设计.     

Impact analysis of drought, water excess and salinity on grass production in The Netherlands using historical and future climate data

The coupled SWAP-WOFOST model was used to study the effects of increasing salinity of groundwater, drought and water excess on grass production in The Netherlands. WOFOST simulates crop growth and SWAP simulates transport of water, solutes and heat in the vadose zone. The model was tested using several datasets from field experiments. We applied the models at regional scale where we quantified the impact of various groundwater salinity levels on grass growth and production using historical weather data (1971-2000). The salt concentrations in the subsoil were derived from the National Hydrological Instrument. The results show that salinity effects on grass production are limited. In wet years the excess rainfall will infiltrate the soil and reduce salt water seepage. In a next step we used future weather data for the year 2050, derived from 3 Global Circulation Models. From each model we used data from two CO₂ emission scenarios. As expected higher temperatures increased drought stress, however, the production reduction as a result of salt water in the root zone is limited. Salt stress mainly occurred when irrigation was applied with saline water. The increased CO₂ concentration in combination with the limited drought stress resulted in increasing simulated actual and potential yields. Overall conclusion for grassland in The Netherlands: drought stress is stronger than stress caused by water excess which on its turn is stronger than salinity stress. Future water demand for irrigation may increase by 11-19% and result in water scarcity if water supply is insufficient.     

Review of the remediation strategies for soil water repellency

Many regions of the world are predicted to experience water scarcity due to more frequent and more severe droughts and increased water demands. Water use efficiency by plants can be negatively affected by soil water repellency (SWR). It is timely to review existing techniques to remedy SWR. Ideally remediation addresses the origins of a problem. However, the fundamental mechanisms of how and why SWR develops are still poorly understood. In this review it was hypothesized that SWR occurs where the balance of input-decomposition of organic matter is impaired, due to either increased input or decreased decomposition rates of hydrophobic substances. Direct and indirect strategies to remedy SWR were distinguished. While direct remediation aims at abolishing the causes of SWR, indirect strategies seek to manage sites with SWR by treating its symptoms. The 12 reviewed strategies include applying surfactants, clay, slow-release fertilizers, lime, and fungicides, bioremediation of SWR through stimulating earthworms, choosing adapted vegetation, irrigation, cultivation, soil aeration and compaction. Some of the techniques have been applied successfully only in laboratory experiments. Our review highlights that it is not straightforward to cure SWR based on easily measurable and site-specific soil and vegetation properties, and that long-term, large-scale field experiments are required to improve the understanding of the evolution of SWR as cornerstone to develop cost-effective and efficient remediation strategies. We also identified current research gaps around the diagnosis and prevention of SWR.     

辅料配比对污泥生物-物理联合干燥的影响

利用自主研制的污泥生物-物理联合干燥反应系统研究了脱水污泥∶树皮∶回流污泥分别为7∶3∶0.5、9∶3∶0.5和12∶3∶0.5时,污泥生物-物理联合干燥过程中温度、含水率等参数的变化规律.结果表明,污泥温度随干燥时间延长先增大后减小,含水率在0～96 h逐渐降低,继续延长反应时间,则变化不明显.当脱水污泥∶树皮∶回流...