一种新型复合球填料在低浓度污再生回用中的应用研究

新型复合球填料为沸石与悬浮球填料的有机组合体，密度约为0．92～0．97g／cm^3，比表面积为711～1185m^2/m^2，表面粗糙，物化性能稳定。在曝气量为20：1，停留时间为6h时，装有新型复合球填料的反应柱挂膜容易，成膜时间短，膜不易脱落，且生物相丰富。膜成熟时对生活污水中的氨氮和COD都有很好的去除效果，出水氨氮浓度≤2mg／L，去除率≥93％；出水COD浓度≤22mg／L，去除率≥80％。新型复合球反应柱在稳定状态处理低浓度的二级出水时，出水氨氮浓度≤2mg／L，去除率89％，出水COD浓度为10～36mg／L，去除率为48％～81％。出水水质符合GB50335-2002标准。     

近40年来海南省三大河下游水体的含沙量特征及影响因素

利用海南省水文局提供的1960—2000年水文资料,对近40年来海南省三大河下游水体的含沙量特征及影响因素进行了分析。结果表明,南渡江、昌化江和万泉河下游水体4—11月份的含沙量一般都较大,而1、2、3、12月份的含沙量都很小,夏秋两季的含沙量明显高于冬春两季,这也跟三大河下游地区的不同月份和季节性平均降雨量分布规律基本相一致,说明降雨在一定程度上决定着三大河流域的土壤侵蚀状况。从年平均含沙量来看,昌化江的含沙量整体明显高于南渡江和万泉河,这可能是昌化江流域原始森林的破坏引起水土流失等自然灾害向下游输送泥沙的结果。     

Steady Shallow-Water Current and Solute Transport around a Semi-Conical Headland

Laboratory experiments have been carried out to investigate the effects of a sloping wall headland on the flow characteristics and the associated concentration distributions from a point source around the headland. A semi-conical headland with a slope of 1:2 was set up in a flow basin, 4.8 m long and 3.8 m wide. In this paper, the experimental results of a steady shallow-water current are reported. Three dimensional flow velocities in the basin were measured using Sontek-ADV instrument. The dye concentration levels in the basin were measured by two fluorometers. The experimental results showed a large-scale re-circulation region behind the semi-conical headland. The peak turbulence energy, at about 53% of the local kinetic flow energy, coincides with the region of high velocity gradient. Significant vertical flows were observed around the area near the downhill slope of the headland, with a maximum ratio of vertical to horizontal velocities being about 22%. Such relatively significant vertical scouring velocities, coupled with strong turbulence energy and high horizontal velocity gradients in the same region, could cause severe bed erosion. The experimental results have also been compared with the predicted results of a depth-averaged numerical model. The predicted eddy structure and the concentration distribution in the re-circulation area were found to compare favourably with the experimental results. However, the discrepancies in the flow velocities and the concentration levels near the headland were apparent. It was observed that the dye concentration continued to spread in the cross-stream direction after passing the headland, whereas only a limited extent of the lateral spreading was predicted by the numerical model further downstream of the headland.     

有机物生物降解极限浓度的探讨

讨论了有关有机物生物降解极限浓度（Smin)的定义，介绍了热力学测定方法、动力学测定方法和扩散测定方法等3种测定极限浓度的方法。正确测定有机物生物降解极限浓度对开发微量有机物生物高度净化新技术，寻求提高现有生物处理技术净化效果的途径，污染环境的修复等都具有极其重要的意义。     

红外光度法测定低浓度水样中的石油类和动植物油研究

文章对如何提高低浓度样品测量的准确度进行了探讨.在测量低浓度的水样时,在萃取过程中除了四氯化碳会对水样中的油份进行萃取,水对四氯化碳中的极性物质也进行反萃取,当样品中含油浓度很低时,由于四氯化碳含极性物质可能大于油分含量,从而出现负值.因此测定低浓度水样中的石油类和动植物油是一项精细的工作,在实际工作中应该尽量采取下文所述的方法避免这种情况,只有做好了测量的各个环节,才能保证测量结果的精确可靠.     

PO生产中高浓度有机氯化物废水处理及回收利用技术

采用物理、化学方法，研究了治理与综合利用环氧丙烷生产排放的高浓度有机氯化物废水的工艺，在小试、中试的基础上，确定生产的工艺条件，并投入实际运行，取得了令人满意的效果。有机氯化物回收利用率达到９５％以上，废水达到零排放，走出了一条综合利用废水的新途径。     

Factors affecting simultaneous nitrification and denitrification in an SBBR treating domestic wastewater

An aerobic sequencing batch biofilm reactor (SBBR) packed with Bauer rings was used to treat real domestic wastewater for simultaneous nitrification and denitrification. The SBBR is advantageous for creating an anoxic condition, and the biofilm can absorb and store carbon for good nitrification and denitrification. An average concentration of oxygen ranging from 0.8 to 4.0 mg/L was proved very efficient for nitrification and denitrification. Volumetric loads of TN dropped dramatically and effluent TN concentration increased quickly when the concentration of average dissolved oxygen was more than 4.0 mg/L. The efficiency of simultaneous nitrification and denitrification (SND) increased with increasing thickness of the biofilm. The influent concentration hardly affected the TN removal efficiency, but the effluent TN increased with increasing influent concentration. It is suggested that a subsequence for denitrification be added or influent amount be decreased to meet effluent quality requirements. At optimum operating parameters, the TN removal efficiency of 74%–82% could be achieved. Translated from Acta Scientiae Circumstantiae, 2006, 26(5): 728–733 [译自: 环境科学学报]     

厌氧生物膜法处理聚酯废水投加城市厌氧污泥的启动

将市政污水处理厂消化池中的厌氧污泥投入处理化工高浓度废水的厌氧反应器中进行厌氧菌的驯化工作 ,重点研究了在此过程中进、出水CODCr、pH、VFA(挥发性有机酸 )、污泥的变化情况及相互联系     

压力容器活性污泥法处理餐厅生活污水

结合酒楼污水处理工程实际 ,分析了压力容器式活性污泥法的突出优点及其成因 ,认为适合在城市小区污水处理站或其它的有机废水点污染源应用     

SeaWiFS资料水色辐射模式验证的研究

从１９９４ 年～１９９７ 年，作者对杭州湾与长江口海区、台湾至吕宋以东海区和渤海海区，进行了多次光谱测量和同步取样试验，将试验所得资料经计算机处理，确定了三种验证区域各种水色要素与遥感光谱值之间的关系，提出适用于我国验证区域各种水色的验证模式。其各水色模式验证偏差均小于２０％ ，并适用于我国海域ＳｅａＷｉＦＳ水色遥感应用。