粉煤灰分选工艺流程的改进

利用闲置设备进行流程改进，提高了粉煤灰的利用率，解决了制砖所需的细骨料。每年节省运灰费用２００多万元，具有良好的经济效益和环境效益     

邻苯二甲酸二丁酯的微生物降解

通过驯化富集培养,从处理石化厂废水的活性污泥中分离出１株邻苯二甲酸酯降解菌ＦＳＩ,研究了邻苯二甲酸酯菌ＦＳＩ对邻苯二甲酸二丁酯的生物降解特性。邻苯二甲酸酯降解菌ＦＳＩ降解最适酸度为ｐＨ６．５～８．０,温度为２０～３５℃。菌株ＦＳＩ对邻苯二甲酸二丁酯的生物降解反应速率遵循一级反应动力学模式。试验结果表明,菌株ＦＳＩ对邻苯二甲本二丁酯具有高效降解作用。     

白洋淀的纤毛虫及与水质污染的关系

对白洋淀纤毛虫的种类组成、优势种进行了初步调查，同时对水质进行理化监测，共鉴定出纤毛虫４８种。根据Ｍａｒｓｓｏｎ引出的污水生物体系法分析，白洋淀纤毛虫主要由耐有机污染的种群组成。说明白洋淀主要受有机污染。纤毛虫的种类数与水体中ＴＮ、ＴＰ、ＢＯＤ５有着密切关系。     

经济合理地推行总量控制计划

目前，我国正大力推行排放污染物总量控制计划。本文探讨了如何更经济更合理地实施控制计划，如何以最小的代价实际控制目标。     

有机硅助剂Breakthru S240对大型溞的毒性研究

参照OECD推荐的化学品对水生生物的标准试验方法,测定了有机硅助剂Breakthru S240对大型溞Daphnia magna的急性、慢性毒性和胚胎毒性,以期综合评价有机硅助剂对大型溞的毒性效应.结果表明:有机硅助剂对大型溞的48h-LC50值为1.218mg/L,为中毒.21d慢性毒性结果显示,有机硅助剂对大型溞的产溞量、产溞胎数、21d体长和蜕皮次数都有显著的影响,且随着处理浓度的增大而更加明显.母溞暴露Breakthru S240后,对F1(1st)代的生长和繁殖没有显著影响,但F1(3rd)代的恢复比F1(1st)代差,虽然Breakthru S240对F1(3rd)代生长影响不大,但对其繁殖有显著影响.这可能与母溞的暴露时间有关.另外,高浓度有机硅助剂对大型溞胚胎发育也存在一定的威胁,孵化抑制率高达68.50%.     

人工神经网络在湖泊富营养化评价中的应用研究

运用人工神经网络技术评价湖泊富营养化程度。详细阐述了神经网络的结构设计，样本生成及学习算法，给出了通过训练得出的网络权和阈值，最后将此神经网络用于１２个湖泊的富营养化评价，取得了较好的评价结果。     

三氯卡班可以影响肾小管上皮细胞的屏障功能

三氯卡班(TCC)是一种被广泛应用于个人护理用品中的广谱型亲脂性杀菌剂,已在多种环境介质和生物体中检出。因其潜在的环境蓄积、生物累积和生物毒性效应,日益受到学者们的关注。借助TCC对NRK-52E(大鼠肾小管上皮细胞)的毒性暴露实验,通过检测细胞活力、以及与跨膜电阻和紧密连接相关的连接黏附分子1(JAM~(-1),junctional adhesion molecule 1)的蛋白表达水平,研究了TCC潜在的肾脏毒性效应。结果显示,10μmol·L~(-1)TCC处理48 h时培养细胞呈现不规则的集落;10μmol·L~(-1)和20μmol·L~(-1)TCC处理NRK-52E 24 h、48 h和72 h后可以显著抑制细胞生长;3.57μmol·L~(-1)TCC(生长抑制的48 hIC20)处理NRK-52E 48 h可以显著抑制细胞间紧密连接蛋白JAM~(-1)的表达量,并降低跨膜电阻,影响肾脏的屏障功能。本研究的结果能够为进一步揭示TCC对动物的毒害机制、评估其对动物的健康风险提供数据支持。     

Competition for electrons between reductive dechlorination and denitrification

It is common that 2,4,6-trichlorophenol (TCP) coexists with nitrate or nitrite in industrial wastewaters. In this work, simultaneous reductive dechlorination of TCP and denitrification of nitrate or nitrite competed for electron donor, which led to their mutual inhibition. All inhibitions could be relieved to a certain degree by augmenting an organic electron donor, but the impact of the added electron donor was strongest for TCP. For simultaneous reduction of TCP together with nitrate, TCP’s removal rate value increased 75% and 150%, respectively, when added glucose was increased from 0.4 mmol?L^–1 to 0.5 mmol?L^–1 and to 0.76 mmol?L^–1. For comparison, the removal rate for nitrate increased by only 25% and 114% for the same added glucose. The relationship between their initial biodegradation rates versus their initial concentrations could be represented well with the Monod model, which quantified their half-maximum-rate concentration (K _S value), and K _S values for TCP, nitrate, and nitrite were larger with simultaneous reduction than independent reduction. The increases in K _S are further evidence that competition for the electron donor led to mutual inhibition. For bioremediation of wastewater containing TCP and oxidized nitrogen, both reduction reactions should proceed more rapidly if the oxidized nitrogen is nitrite instead of nitrate and if readily biodegradable electron acceptor is augmented.

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Simulation of dam/levee-break hydrodynamics with a three-dimensional implicit unstructured-mesh finite element model

Dam failures usually cause huge economic and life losses , especially in urban areas where there is a high concentration of inhabitants and economic actors. In order to understand the physical mechanisms of the formation and development of dam-break flooding, lots of efforts have been put into different types of modelling techniques. However, most of existing models are 1D (one-dimensional) or 2D models based on the shallow water equations. In this paper, we present a 3D numerical modelling investigation of dam-break flow hydrodynamics in an open L-shape channel. A newly developed 3D unstructured mesh finite element model is used here. An absorption-like term is introduced to the Navier–Stokes equations in order to control the conditioning of the matrix equation in the numerical solution process and thus improve the stability. A wetting and drying algorithm is used here to allow the free surface height to be treated with a high level of implicitness and stability. The 3D model has been validated by comparing the results with the published experimental data. Good agreement has been achieved at six selected locations. This study shows that the 3D unstructured mesh model is capable of capturing the 3D hydraulic aspects and complicated local flows around structures in simulation of dam-break flows.