某糠醛厂排放废水及周围地下水的GC/MS测定

某地地下水显淡黄色有异味，为查明被污染原因，我们利用ＧＤＸ－１０２树脂富集，对该处唯一的一家工厂——某糠醛厂排放的废水及其周围地下水同时进行了ＧＣ／ＭＳ测定．以上两种水体中均有呋喃类化合物（包括糠醛）及酚类化合物检出，而远离工厂的上游地下水未发现以上两类化合物，这一结果表明，该地下水区被工厂排放的废水所污染     

超声波/Fenton联用对对硝基苯酚的处理

采用超声/Fenton联用技术对水中对硝基苯酚(P-NP)进行处理,探讨了单纯超声(US)、Fenton试剂法、US/Fenton试剂法联用对P-NP的处理效果和影响因素,结果表明,对于浓度为10mg/L的P-NP, 当pH=3、H2O2与Fe2 投加量之比为10:1、H2O2投加量为40mg/L时降解效果最好,通过动力学分析发现US/Fenton试剂法对P-NP的降解具有明显的协同效应.     

Insights into the mechanism of the deterioration of mainstream partial nitritation/anammox under low residual ammonium

Residual ammonium is a critical parameter affecting the stability of mainstream partial nitritation/anammox (PN/A), but the underlying mechanism remains unclear. In this study, mainstream PN/A was established and operated with progressively decreasing residual ammonium. PN/A deteriorated as the residual ammonium decreased to below 5 mg/L, and this was paralleled by a significant loss in anammox activity in situ and an increasing nitrite oxidation rate. Further analysis revealed that the low-ammonium condition directly decreased anammox activity in situ via two distinct mechanisms. First, anammox bacteria were located in the inner layer of the granular sludge, and thus were disadvantageous when competing for ammonium with ammonium-oxidizing bacteria (AOB) in the outer layer. Second, the complete ammonia oxidizer (comammox) was enriched at low residual ammonium concentrations because of its high ammonium affinity. Both AOB and comammox presented kinetic advantages over anammox bacteria. At high residual ammonium concentrations, nitrite-oxidizing bacteria (NOB) were effectively suppressed, even when their maximum activity was high due to competition for nitrite with anammox bacteria. At low residual ammonium concentrations, the decrease in anammox activity in situ led to an increase in nitrite availability for nitrite oxidation, facilitating the activation of NOB despite the dissolved oxygen limitation (0.15–0.35 mg/L) for NOB persisting throughout the operation. Therefore, the deterioration of mainstream PN/A at low residual ammonium was primarily triggered by a decline in anammox activity in situ. This study provides novel insights into the optimized design of mainstream PN/As in engineering applications.     

循环式活性污泥法中厌氧生物选择区的运行条件研究

研究了循环式活性污泥法中厌氧生物选择区的停留时间、进水有机物浓度和系统中泥龄、曝气时间等运行参数对选择区内厌氧释磷以及有机物的吸收贮存的影响。结果表明，选择区停留时间lh，系统泥龄5d，曝气2h，进水有机物浓度COD／TP=60--70，选择器中释磷效果及微生物的吸附性能最优，可去除进水中78％的COD。而且污泥沉降性能良好，试验运行过程中，SVI一直保持在30--40ml／g左右。     

城市化与国民经济发展之关系的理论分析

城市化水平与人均国民生产总值的统计关系在８０年代被建立,从理论上分析这个统计关系能加深对城市与经济发展之关系的理解。从经济学的要素替代和需求收入弹性原理概括了城市化的发展机制,认为任何一个国家或地区的城市化都遵从它。并构造了全国人均国民生产总值与城市人均国民生产总值、乡村人均国民生产总值、城市化水平的关系,它是普适的。如果假设城市、乡村人均国民生产总值的增长分别引起的全国人均国民生产总值的增长总是占据了一个不变的份额,同时,城市人均国民生产总值与乡村人均国民生产总值之差与全国人均国民生产总值成正比,那么,就可以据此演绎出这个统计关系。第二个前提暗示了一个城乡发展差距的倒“Ｕ”字型过程     

离子强度、pH值和Ca2+/Al3+对马尾松幼苗的铝毒影响

测定了在不同溶液酸度、不同离子强度和Ca~(2+)/Al~(3+)比下,铝对马尾松幼苗生长状况的影响。结果表明,溶液酸度增加,离子强度减小时,铝的毒害作用增大。钙对铝毒有明显缓解作用,当Ca~(2+)/Al~(3+)增大时,铝的毒性减小,但其缓解作用与铝浓度有关,当铝浓度增加,钙的缓解能力下降。     

海洋现代沉积速率~（210）Pb－~（210）Bi法的射线测定研究

本文主要介绍了用~（２１０）Ｐｂ─~（２１０）Ｂｉ法测定海洋现代沉积速率和数据处理方法的研究。该方法测定的结果与~（２１０）Ｐｂ─~（２１０）Ｐｏ法和阴离子交换－ＥＤＴＡ纯化－硫酸钡镭沉淀－α计数法（简称~（２２６）Ｒａ法）以及厦门大学海洋系经研究改进的分离、纯化~（２１０）Ｐｂ的离子交换法的测定结果相当吻合。     

Effects of simulated acid rain on cation release in soils of South China

This paper deals with the release of base cations and Al3+ at the treatment with simulated acid rain (SAR) in main soil types collected from South China. Results showed that the amounts of base cations increased obviously when the pH value of simulated acid rain was lower than 3.0 or 3.5. Compared with the leaching of K+ and Na+, the leaching of Ca2+ and Mg2+ was affected by the pH value of SAR. Only when the amounts of base cations leached from soils exceeded the cation exchange capacity, the pH value of leaching solutions decreased sharply and the amounts of released Al3+ increased. The H+ buffering mechanisms, which were affected notonly by the pH values of SAR, but also by the types and solid components of soils, were proposed for the main soils studied.     

江宁开发区污水处理厂二期调试运行

江宁开发区污水处理厂建设规模为4万m^3／d，分两期建成，采用氧化沟处理工艺，污泥处理采用不经消化的带式脱水工艺。在此主要叙述了各工艺构筑物的设备配置、功能、设计参数及二期工程的试运行情况。     

UV/TiO_2/H_2O_2法对高浓度有机废水降解的应用研究

用UV TiO2 H2 O2 法对高浓度有机废水降解的实验表明 ,当TiO2 、H2 O2 的投加量分别为 2 0g与 1% ,反应时间为3h时 ,CODCr、Oil、Ar OH、NH3 N、S2 - 的平均去除率分别达到 73 %、83 %、86%、5 0 %、10 0 %。此处理工艺具有除臭、除色、快速高效、不产生污泥等优势。实验过程探索了TiO2 、H2 O2 的用量对各污染物降解率的影响 ,并设计了有实用意义的反应器