复合硅藻土絮凝剂的制备与处理污水试验研究

本文介绍了复合硅藻土絮凝剂(FGX)的制备工艺及产品性能,研究了pH值、温度、絮凝剂用量、陈放时间、絮凝剂配比变化等因素对处理污水效果的影响,确定了较佳的工艺参数。用于长春第一汽车制造厂污水、长春净月造纸厂污水处理试验,取得了满意结果。     

基于虚拟城市模型的城市形态对污水系统影响研究

城市形态与污水设施的运行之间关系密切,探讨城市形态对城市内污水设施的影响对解决现有设施存在的水力失效及未来情景应对能力欠佳等问题具有重要价值。因此,论文测算了现阶段中国地级城市的城市形态,设置了城市形态情景和排水情景,使用Kruscal算法进行管网定线、SWMM软件模拟系统性能,构建自上而下的虚拟城市空间与污水系统耦合模型,探索了不同形态城市的污水系统生命周期成本、结构和性能的一般性规律,构建了系统经济性、有效性和适应性指标体系以综合评估城市污水系统。研究发现,在城市人口36.24万、面积35 km²的规模下,污水系统的生命周期成本约为6亿~7亿元。方形、长条形和星形的流速失效比分别为0.55、0.67、0.55,充满度失效比分别为0.35、0.42、0.36。在排水情景改变下,污水量变小时,系统流速失效情况均更为严重,而充满度失效情况均有所改善;当污水量变大时,流速失效情况均有所改善,而充满度失效情况更为严重。分析系统结构特性,发现越分散的污水系统连通性越好,长条形城市的污水系统相较于方形和星形城市更为集中。对指标作相关性分析,发现越分散的污水系统经济性和有效性更好,但适应性更差。从系统经济性和有效性角度出发,方形和星形城市更有利。从污水系统适应性角度出发,长条形城市优于方形和星形城市,结合2010—2015年的城市形态分析,长条→长条(变化前后城市形态均为长条形,以此类推)、星形→长条、方形→长条的86个城市的城市发展方向不够合理,各城市在未来扩建或新建规划中应在因地制宜基础上考虑内部污水设施,选择合理的城市形态。     

Individual and Synergistic Effects of Metronidazole,Amoxicillin, and Ciprofloxacin on Methane Fermentation with Sewage Sludge

Methane fermentation is widely used to dispose of sewage sludge at wastewater treatment plants (WWTPs), due to production of renewable energy in the form of biogas. Antibiotics present in wastewater may accumulate in a sewage sludge. The aim of the present study is to investigate the impact of three antibiotics from different classes in three different doses on methane production from sewage sludge. For this purpose, metronidazole (MET), amoxicillin (AMO), and ciprofloxacin (CIP) are individually added to anaerobic reactors with sewage sludge collected from municipal WWTP. The antibiotics’ highest concentration (1024 mg kg^?1 of AMO; 512 mg kg^?1 of MET and CIP) lowers methane production and methane content in biogas. MET exerts the most marked effect and lowers methane production to 36.8 ± 3.7 mL CH₄ kg^?1 volatile solids. Tested antibiotics probably inhibit methanogenic archaea, which results in volatile fatty acids (VFAs) accumulation. Addition of MET results in accumulation of many kinds of VFAs with the highest concentration of acetic acid (17.52 ± 1.85 g L^?1). The addition of of AMO results in accumulation of butyric acid only (253.00 ± 15.89 g L^?1). However, addition of CIP results in accumulation of mainly acetic acid (7.58 ± 0.82 g L^?1) and isovaleric acid (2.01 ± 0.41 g L^?1). Next, synergistic effect of these antibiotics in a low concentration of 16 mg kg^?1 of AMO, 8 mg kg^?1 of MET, and 2 mg kg^?1 of CIP is measured in semi‐continuous conditions and causes inbibition of methane production and accumulation of VFAs.     

寿光市排水规划地形图测绘和排水管线普查项目方案设计

通过对已有成果资料的分析利用和合理选用起算数据,按照技术要求,采用GPS静态测量技术、四等水准测量方式布设控制网和RTK动态测量技术、全站仪进行地形和管线测量,以及内外业一体化成图方式进行方案设计,并对作业中的技术指标及注意事项作了阐述,从而有效指导了项目的顺利实施,加快了作业进度,提高了成果质量。     

闽江下游河道排污口设置的水质响应分析

建立了闽江下游河道一维动态水质模型，探讨了北港不同排污口设置方案对南、北港分汉河道水质的影响．结果表明，北港排污不仅影响排污口附近及北港河道的水质，还影响到南港河道；两个排污口组合设置下的水质好于单个污染源设置情况：污染物浓度过程呈现周期性的变化，排污口河段以上断面，涨潮时污染物浓度增高，落潮时污染物浓度降低，排污口河段以下断面的则相反     

Geotechnical properties of municipal sewage sludge

The geotechnical properties of municipal sewage sludge, in particular those pertinent to the handling and landfilling of the material, are presented. Index, drying, compaction, shear strength and consolidation tests were conducted on the material at different states of biodegradation. The organic content and specific gravity of solids were found to be inversely related, with typical organic contents of 50–70% and specific gravity of solids values of 1.55–1.80. The density of the compacted material was low in comparison with mineral soils. Standard Proctor compaction yielded a maximum dry density of 0.56 tonne/m³ at 85% water content. Laboratory vane-shear and triaxial compression tests indicated that, below about 180% water content, the shear strength of the sludge material increased exponentially with reducing water content. Consolidated-undrained triaxial compression tests on the pasteurised sludge material indicated an effective angle of shearing resistance of 32° for the moderately degraded material and 37° for the strongly degraded material. Biogas was produced at rates of up to 0.33 L/day/kg slurry due to ongoing biodegradation and the resulting pore pressure response must be taken into account in any stress analysis. Consolidation tests using the hydraulic consolidation cell, oedometer and triaxial apparatus indicated that the sludge material was highly compressible although practically impermeable, for example the coefficient of permeability for the moderately degraded slurry was of the order of 10⁻⁹m/s. However, creep deformation was significant with typical coefficient of secondary compression values of 0.02–0.08 for the compacted material. A more free-draining material was produced at higher states of biodegradation.     

油层回注含聚合物污水的适应性

通过分析油田聚合物驱产出水处理后聚合物的分子特性以及各组分变化,认为含聚合物污水对油层的主要影响因素是污水中聚合物的含量。由岩心驱替实验结果证明,聚合物浓度不同的污水对具不同渗透率油层的适应性是不同的。建议对不同类型油层的注入水选择适合的聚合物浓度。这一研究成果对聚合物驱后的污水利用以及研究注入油层的水质标准具有可参考的意义。     

畜禽养殖粪污水中N、P等含量的研究及对环境影响的分析

根据不同畜禽养殖污水产生系数与污染物平均浓度,计算出不同畜禽养殖粪污中COD、TN和TP的含量。并对畜禽养殖业产生的污染物对环境可能产生的污染影响进行分析。进一步说明畜禽粪污必须要妥善处理,否则会对环境造成危害,尤其是对水环境的影响将是巨大的。     

市政污水厂尾水对文蛤卵黄蛋白原的诱导效应研究

本研究目的是检验市政污水厂尾水排放对海洋双壳类动物文蛤的内分泌干扰效应,判断其血浆中卵黄蛋白原(Vtg)水平作为尾水受纳海域雌激素效应生物标志物可行性。将文蛤在不同浓度的尾水-海水混合液(0%、1%、5%、10%、20%、40%)中持续暴露培养20d,定期测定雄性文蛤血浆中Vtg含量,分析暴露期间Vtg水平随尾水体积比(EVR)和培养时间的变化趋势。结果表明,暴露培养10d后,尾水体积比40%的处理组中雄性文蛤的血浆Vtg含量明显上升(P0.05),随着培养时间延长到15和20d,在较低的EVR(10%、20%)下也能监测到尾水对文蛤Vtg的明显诱导,表明污水处理厂尾水中存在一定数量的内分泌活性物质,对雄性文蛤具有显著类雌激素效应;Vtg最大值出现在EVR20%的尾水暴露15d以及EVR40%的尾水暴露20d,分别比对照组增加45.86%和47.40%。如果采用笼养文蛤监测尾水受纳海域的类雌激素效应,适宜的暴露时间为20d,此时采集的雄性文蛤Vtg可指示较大范围尾水的影响。