草浆造纸中段废水的生物处理动力学

利用静态溶解氧消耗速率（OUR）试验模拟草浆造纸中段废水生物处理的生化反应过程,并运用Lawrence-McCarty模式进行了动力学分析。由OUR试验结果和小试研究结果建立的草浆造纸中段废水好氧生物处理的动力学方程为v=0.72S/(60.43 S）。将该动力学方程预测结果和实际工程的运行数据进行了比较,结果表明,动力学方程的比基质降解速率预测值高于实际工程的计算值,分析原因可能在于：实际工程中中段废水中的纤维素类悬溪物在生物处理装置的积累导致了污泥活性的降低。     

钢铁企业资源综合利用与绿色发展

把生态理论引入太钢,将企业生产过程中的资源、能源、产品、废弃物等全部视为钢铁生态链中的一个物种,通过循环利用和产业链延伸实现了全流程的清洁、高效和企业的绿色发展。     

微生物絮凝剂的研究现状与发展趋势

介绍了近几年来国内外微生物絮凝剂的发展概况、分类及絮凝机理,指出了与传统絮凝剂相比较微生物絮凝剂在水处理中的优越性,分析了已使用的微生物絮凝剂在污水达标治理过程中存在的问题,并探讨了开发廉价、高效、可降解微生物絮凝剂的发展趋势和研究方向.     

化学热洗法处理页岩气开采废钻井液

针对页岩气开采过程中所产生的废钻井液处理,采用化学热洗的方法对废钻井液进行了油、水、固三相分离,并使用5%的清洗剂对废钻井液中的泥砂和岩屑进行除油。结果表明:温度为40℃、搅拌转速为160 r/min、破稳剂浓度为50 g/L、清洗剂的浓度为5%时,废钻井液中油的回收率达到了98%,泥砂与岩屑的含油量均小于2%。     

丹江口库区湿地自然保护区现状及保护对策

湖北丹江口库区湿地自然保护区是"内陆湿地和水域生态系统类型"自然保护区,但受人为活动的影响,水文情势改变,保护区的湿地生态系统受到一定的威胁。基于丹江口库区湿地自然保护区现状,从合理调整保护区范围、全面加强湿地生态建设、加强环境污染防治、建立有效的湿地保护管理协调机制、加强湿地保护知识的宣传等方面,构建和谐生态,实现人与自然协调发展。     

清水江流域福泉市段水体主要污染指标评价研究

对2012年清水江流域福泉市段10个监控断面监测数据进行分析,结果表明:10个断面的TP污染最为严重,存在严重超标情况;通过相关性分析,氟化物、TP和NH3-N三者呈极显著相关关系,具有同一来源;根据综合污染负荷指数可知,高坪河、市化肥厂、川恒公司排口上游、黑塘桥、越都取水口5个断面能够达到III类水质的要求;根据Tomlinson污染负荷指数法,可判断福泉市水体整体处于中等污染水平。     

Bioreduction of vanadium (V) in groundwater by autohydrogentrophic bacteria: Mechanisms and microorganisms

As one of the transition metals, vanadium (V) (V(V)) in trace amounts represents an essential element for normal cell growth, but becomes toxic when its concentration is above 1 mg/L. V(V) can alter cellular differentiation, gene expression, and other biochemical and metabolic phenomena. A feasible method to detoxify V(V) is to reduce it to V(IV), which precipitates and can be readily removed from the water. The bioreduction of V(V) in a contaminated groundwater was investigated using autohydrogentrophic bacteria and hydrogen gas as the electron donor. Compared with the previous organic donors, H₂ shows the advantages as an ideal electron donor, including nontoxicity and less production of excess biomass. V(V) was 95.5% removed by biochemical reduction when autohydrogentrophic bacteria and hydrogen were both present, and the reduced V(IV) precipitated, leading to total-V removal. Reduction kinetics could be described by a first-order model and were sensitive to pH and temperature, with the optimum ranges of pH 7.5–8.0 and 35–40°C, respectively. Phylogenetic analysis by clone library showed that the dominant species in the experiments with V(V) bioreduction belonged to the β-Proteobacteria. Previously known V(V)-reducing species were absent, suggesting that V(V) reduction was carried out by novel species. Their selective enrichment during V(V) bioreduction suggests that Rhodocyclus, a denitrifying bacterium, and Clostridium, a fermenter known to carry out metal reduction, were responsible for V(V) bioreduction.     

基于Copula函数的汉江中上游流域极端降雨洪水联合分布特征

选取汉江中上游流域作为研究对象,根据流域九个气象站点1969~2008年逐日降雨资料以及丹江口水库同时期日入库流量资料,采用年最大值法(AM)和百分位法两种选样方式选取1 d、3 d降雨和1 d、3 d洪量极值样本,分别运用广义极值分布(GEV)、广义帕累托分布(GPD)、伽玛分布(Gamma)3种极值统计模型对样本进行单变量边缘分布拟合,运用Gumbel、Clayton以及Frank Copula函数模型对样本进行多变量联合分布拟合,遴选出描述流域降雨和洪水联合分布规律的最优概率模型。结果显示:对于AM选样样本,边缘分布为GEV时降雨洪量的二维和三维联合分布Frank Copula函数拟合效果最优;对于百分位选样样本,边缘分布为GPD时降雨洪量的二维联合分布Gumbel Copula函数拟合效果最优,三维联合分布则是Frank Copula函数拟合效果最优;比较二维和三维Copula函数模拟结果,三维联合Copula函数推求的设计值更大,说明三维联合分布考虑了更多的变量和极值信息,能更全面地反映极端降雨洪水事件的真实特征,对工程设计更显安全。     

物种敏感度分布法（SSD）在农药水质基准推导中的应用

水质基准推导方法在水质基准制定中起着至关重要的作用,物种敏感度分布法是目前国际上常用的基准推导方法,但利用此方法推导水质基准时,可选用的模型很多,但并不是所有的模型都能很好地拟合农药毒性数据集。为了筛选得到拟合优度较好的模型,选取4种典型农药,对采用不同模型拟合物种敏感度分布曲线的结果进行比较研究。结果显示,sigmoid、Gaussian、Gompertz和exponential growth 4种模型对于农药数据集,无论是在曲线走势、HC5值的合理性还是拟合优度方面的拟合效果都优于其他几种模型。因此,在应用物种敏感度分布法推导农药水质基准时,可以首选上述4种模型进行拟合,然后再从中选出最优模型来确定基准值,从而保证基准值推导的科学性。研究结果可为农药水质基准制定时推导方法的选择提供科学参考。     

Daily Bank Erosion Rates in the Lower Yellow River Before and After Dam Construction

During the period of water impoundment and sediment detention of the Sanmenxia Reservoir, riverbank erosion processes played a key role in the channel evolution of the Lower Yellow River (LYR). However, research into bank erosion rates of the LYR has been neglected due to the lack of direct field monitoring. In this study, an indirect method is proposed to determine bank erosion rates at daily time scales by outlining a detailed calculation procedure using measured hydrological data. A total of 810 data points of daily bank erosion rates before and after the construction of Sanmenxia Dam was calculated at seven hydrometric sections along the LYR, with the corresponding values of the bank stability coefficient and the width‐to‐depth ratio also being calculated. Empirical relations were then developed to estimate the daily bank erosion rates, using these parameters at the sections. Temporal and spatial variability in daily bank erosion rates in the LYR before and after dam construction were also investigated, revealing that: (1) the bank erosion rates had a mean value of 16.7‐29.1 m/day in the braided reach, with a maximum value of 290.0 m/day, while they were relatively low in the meandering reach, with a mean value of 2.5 m/day; (2) the erosion rates before dam construction were slightly greater than those after dam construction, with the difference reaching 5‐10 m/day in the braided reach, decreasing in the transitional reach gradually, and being slight in the meandering reach.