生物除磷脱氮工艺技术研究

采用厌氧－缺氧－好氧工艺（简称Ａ２／Ｏ工艺）,研究除磷脱氮的主要影响因素及其规律。结果表明,ＣＯＤ／ＴＰ值增大,总磷去除率提高,但当ＣＯＤ／ＴＰ＞６０时,提高缓慢;硝酸盐的存在对除磷有抑制;ＣＯＤ／ＴＫＮ＜１０时,总氮去除率随碳氮比增大而增加,大于此值几乎无影响;混合液回流比小于３时,回流比的变化对总磷总氮的去除均有影响;温度对脱氮的影响比除磷显著,小于１５℃氮去除率明显下降,而８～１０℃时仍有较好的除磷效果。     

门框墙内力计算模型的比较分析

依照《人民防空地下室设计规范》对门框墙构件设计计算时,其内力采用悬臂梁结构计算模型,但是门框墙结构从结构受力特性上分析更接近于四边约束的板式结构。在相同受力条件下,分别按基于规范的悬臂梁解析模型、基于板结构的门框墙结构模型和悬臂板结构模型,计算了固定端的内力。采用有限单元方法,对门框墙结构模型和悬臂板结构模型进行了数值计算。计算结果表明,基于规范的悬臂梁模型解析计算结果与门框墙结构模型数值计算结果(实际受力)相比,计算值偏大,大约增大10%。     

Temporal and Spatial Variation of Nutrient Levels in the Nemunas River (Lithuania and Belarus)

There are discordant results on trends in nutrient river water quality from the economical transition countries in Europe. The present study assessed the impact of these economical changes on the load and concentration at 17 monitoring stations along the Nemunas River and its major tributaries (Lithuania and Belarus). Three time periods were evaluated: the Soviet rule command system period 1986–1991, the transfer to market economy period 1992–1996 and the post reform period 1997–2002. The most surprising result in this study, was the increased area-specific load of NO₃-N from the first to the third period at almost all the sampling sites. The increase was particularly large (43–78%) at the sites in the Lithuanian part of the river. The corresponding load increase in the Belarussian part of the river was only 1–15%. The statistical analyses of concentration data confirm the strong upward NO₃-N trend at the Nemunas mouth and at 5 of the 6 tributaries in the lower part of Nemunas. Temporal and spatial analysis of nitrates transport in the Nemunas River and its main tributaries revealed that nitrates mainly originate from agricultural areas. The upward trends were most likely an effect of ploughing of pastures and unbalanced crop fertilisation in combination with large storage and accumulation of soil-nitrogen during the Soviet period.On contrary to nitrate-N, the area-specific load of PO₄-P decreased significantly from the first to the third period at all sites along the Nemunas River (31–86%). Seasonal (SMK) and Partial (PMK) Mann-Kendall tests on PO₄-P concentrations also showed significant downward trend at 14 of 16 investigated sites. The decrease of PO₄-P levels was attributed to the reduction of municipal and industrial point source emissions and to the decreased livestock numbers.The NH₄-N load showed the same pattern as PO₄-P. At the river mouth the load was 90 kg km⁻² yr⁻¹ during the first period compared to only 20–30 kg km⁻² yr⁻¹ in the third period. The trend test on NH₄-N concentrations detected significant downward trends at 5 out of 16 sites. The declines were explained by decreased emissions from cities and large animal breeding farms.This study showed that trend analysis at multiple sites in a river basin is crucial for the understanding of the variability in time and space. Such analysis is also important for our interpretation of underlying sources and fluxes in a drainage basin over time. This is particularly important for compounds that have different source origin.     

蓝藻越冬期湖湾沉积物磷吸附特征和释放风险

越冬过程是蓝藻暴发的前置阶段,该时期沉积物内源磷是蓝藻水华发生的主要磷源之一.在调查藻型湖湾蓝藻越冬两个时期(休眠期和复苏期)水质和沉积物污染物指标的基础上,进一步分析了水平和垂直方向上沉积物磷吸附特征,阐明沉积物磷释放风险及微生物群落结构变化.结果表明,研究区域两个时期湖湾基本为中度富营养水平,并且水质和沉积物氮磷污...     

微生物对芦苇人工湿地除磷影响研究

以上海梦清园人工芦苇湿地为对象,在微生物制剂使用的同时研究了微生物对湿地除磷效果的影响。经过对近一年的数据分析表明,微生物的增加使总磷平均去除率达到20．9％,高于空白的18．3％。微生物的磷酸化作用使得出水磷更多以磷酸根形式表达,甚至使磷酸盐含量不降反升。底泥监测表明,微生物制剂的加入能有效的促进浮泥层中磷的转移,减缓浮泥层中磷的积累,10个月后试验组浮泥层的磷含量相对空白对照组可降低10％以上,菌剂对于减缓磷的积累,促进磷向基质转移有重要意义。     

混凝沉淀法处理磷矿浮选废水试验研究

对于质量浓度高达268.5mg/L的磷矿浮选废水,在实验确定的最佳工艺条件下,出水磷酸盐质量浓度小于0.5mg/L,达到国家综合污水排放一级标准,磷的去除率高达99.85%;同时,磷矿浮选废水中CODcr和SS的去除率也达到了75.3%和81.2%.处理成本低,具有明显的经济效益和环境效益.     

超声波处理剩余污泥有机物、氮和磷的释放特性研究

以生活污水处理厂污泥为研究对象.采用超声波技术研究了污泥破解过程中有机物、氮和磷的释放规律.结果表明,在声能密度为0.167、0.330、0.500 W/mL的条件下,污泥中的有机物、氮和磷的释放均随超声时间而增加;破解后污泥释放出的有机物以分子量(MW)≤2 000的物质为主,且上清液BOD5/COD>0.33;所释放的氮以有机氮为主,其次是氨氮,污泥破解液COD/凯氏氮平均值为11,适合于生物法脱氮;污泥破解所释放的正磷酸盐约占污泥总磷质量的6.0%～18.2%.利用沉淀结晶法将其回收,可减轻原污水处理工艺的磷负荷.     

C/N对Carrousel 2000氧化沟同步脱氮除磷的影响研究

就C/N对Carrousel 2000氧化沟同步脱氮除磷的影响进行了研究。结果表明,进水C/N值在5～13之间时,进水C/N不影响氧化沟系统对NH₃-N的去除效果。出水NH₃-N浓度＜1 mg/L,平均去除率达到97.40%。当C/N低于11时,TN、TP的去除率随C/N的升高而快速大幅提高,分别从5时的26.47%和14.99%升至11时的93.48%和97.03%。当C/N＞11时,氧化沟TN去除率达到93.48%,TP去除率接近100%,氧化沟具有了良好的同步脱氮除磷的效果,出水水质满足国家《城镇污水处理厂污染物排放标准》(GB 18918-2002一级A标准)要求。TP去除率与TN去除率相关系数R₂＝0.985。     

新型人工浮岛流场数值模拟与结构优化分析

近期提出的新型人工浮岛是通过两种不同透水能力基质材料的填充在系统内部形成2个不同水流与溶解氧浓度区域,两区域的过流能力及两者之间水流交换量对系统脱氮除磷效果具有较大的影响。为实现这一新型人工浮岛基质结构设计参数的优化,进一步提高净化能力,应用数值模拟方法对不同结构条件下流场进行了模拟。模拟结果发现,影响两区域水流交换量及其过流能力的主要因素包括：基质材料的填充形状、填充深度及透水能力,其中“钟乳状”形态较“层状”填充形态人工浮岛具有更好的两区域间水流交换能力及过流能力,理论上具有更好的净化效果。根据模拟结果确定的设计参数构建小试试验系统进行对比试验研究,试验结果与数值模拟结论吻合。可见,采用数值模拟方法对人工浮岛内部水流状态进行模拟分析,能够为人工浮岛结构优化设计提供依据。     

改性长石对磷的吸附热力学和动力学研究

在500℃下对甘肃长石进行2 h煅烧,得到改性长石。通过批平衡实验,研究了改性长石对磷的吸附热力学和动力学性能。结果表明：改性长石对磷的吸附等温线符合Freundlich方程,且温度越高,吸附量越大。同时,在60 min内即可对10 mg/L磷溶液达到吸附平衡,改性长石对磷的吸附动力学符合准二级吸附动力学模型,主要是以化学吸附为主。