三峡库区水库水质Streeter Phelps模型修正及COD变化规律的新探讨

水体复氧规律的研究对于预测和评价水中溶解氧含量, 确定有机污染水体的自净过程具有重要意义。天然水体中溶解氧的多少是评价水环境质量优劣的一项非常重要的指标, 是水质预测的一个重要任务。Streeter Phelps模型是目前进行河流水质研究常用的物理模型，具有良好的理论和实用价值，然而在某些特定水域，该模型的应用受到限制，主要原因是复氧系数的取定多在水流速度较大情况下得到的，而未考虑水面波动对复氧系数的影响，另外，在实际研究过程中发现三峡库区COD变化的规律出现异常：在离排污口相当远的水域，COD随时间变化趋势并不是指数衰减，而是在某个常值附近微小摆动，以往很多修正过的Streeter Phelps模型都无法解释这个现象。经研究表明：考虑波动效应后，对复氧系数进行修正能得到较好的模型计算结果；同时，COD变化规律不仅可以弄清楚，而且可以为进一步研究排污规律和泥沙运动提供科学依据。     

ANAMMOX培养物中硫酸盐型氨氧化生物转化机制

厌氧条件下,ANAMMOX培养物中发生的硫酸盐型氨氧化（SRAO）现象被认为是由ANAMMOX细菌（AnAOB）介导的自养生物转化过程.在这个过程中,作为电子供体的氨被电子受体硫酸盐氧化.在某一些自然环境中观察到的氨与硫酸盐转化现象也被认为是由于上述生物转化作用而导致的.然而,在不同研究中,关于氨与硫酸盐的转化摩尔比（N/S）、硫酸盐还原的中间产物和最终产物的认定均有存在较大差异.因此,氨和硫酸盐在ANAMMOX培养物中的转化机制仍不明确.为探明ANAMMOX污泥中SRAO现象背后的基质转化途径,在不同厌氧状态（微氧：-100 mV < ORP < 0 mV,0.5 mg·L^-1 < DO < 1 mg·L^-1;缺氧：-300 mV < ORP < -100 mV,0.2 mg·L^-1 < DO < 0.5 mg·L^-1;厌氧：ORP < -300 mV,DO < 0.2 mg·L^-1）以及不同污泥组成（ANAMMOX污泥和混合污泥）的条件下开展连续流实验和批次实验.结果表明,SRAO现象只能在缺氧条件且存在异养硫酸盐还原细菌（SRB）的混合污泥中发生;在ANAMMOX污泥中无论处于哪种厌氧状态,均不会发生SRAO现象.微生物群落变化与功能基因表达分析表明,ANAMMOX污泥和混合污泥中均存在以Nitrosomonas和Nitrosospira为主的携带amoA基因的氨氧化细菌（AOB）,可将氨氧化生成亚硝酸盐,为AnAOB代谢提供底物.Desulfomicrobium、Desulfovibrio以及Desulfonatronum等携带apsA基因的SRB只存在于混合污泥中,它们利用微生物衰亡释放的有机物将硫酸盐还原.AnAOB并不能以硫酸盐为电子受体氧化氨维持代谢.因此,在ANAMMOX污泥中观察到的SRAO现象（即氨与硫酸盐的同步转化）实际上是氨氧化、ANAMMOX和异养硫酸盐还原这3个过程联合的结果,上述生物转化过程分别由AOB、AnAOB和SRB完成.     

Review on design and evaluation of environmental photocatalysts

Heterogeneous photocatalysis has long been considered to be one of the most promising approaches to tackling the myriad environmental issues. However, there are still many challenges for designing efficient and cost-effective photocatalysts and photocatalytic degradation systems for application in practical environmental remediation. In this review, we first systematically introduced the fundamental principles on the photocatalytic pollutant degradation. Then, the important considerations in the design of photocatalytic degradation systems are carefully addressed, including charge carrier dynamics, catalytic selectivity, photocatalyst stability, pollutant adsorption and photodegradation kinetics. Especially, the underlying mechanisms are thoroughly reviewed, including investigation of oxygen reduction properties and identification of reactive oxygen species and key intermediates. This review in environmental photocatalysis may inspire exciting new directions and methods for designing, fabricating and evaluating photocatalytic degradation systems for better environmental remediation and possibly other relevant fields, such as photocatalytic disinfection, water oxidation, and selective organic transformations.

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热重实验条件下不同氧气浓度对煤自燃反应能级的实验研究

为研究不同氧气浓度对煤自燃反应能级的影响,基于热重实验分别得到6个不同氧气浓度下的煤自燃特征温度点,通过计算不同阶段内煤自燃的反应动力学参数分析氧气浓度与煤自燃反应能级关系。实验结果表明:n≠1时,氧气浓度对煤自燃反应能级(n)的影响在不同温度段内的影响不同;氧气浓度与T1,T2,T3特征温度点的关系曲线变化趋势不明显,T4~T8温度点与氧浓度的关系呈现先增大后减小的趋势。     

煤吸附流态氧特性的测定及其自燃原因分析

用ZRJ-1型煤自燃测定仪对实验煤样的吸氧量作以测定,并按相关规程划分煤的自燃倾向性等级;同时纵向比较平顶山煤业集团公司十矿戊9-10煤层煤样的吸氧量,横向比较不同矿区煤层煤样的吸氧量,然后分析其吸氧量之间差异.考虑到煤自燃是一个极其复杂的物理、化学过程,因此在评价煤的自燃倾向性等级后,再结合所选煤样分析其自燃的原因.分析表明:无烟煤的吸氧量大于烟煤的吸氧量;煤吸附流态氧的量与挥发分有关,无烟煤中活性物质的存在对煤的自燃性有很大影响.     

压差法测BOD的应用研究

BOD测定时的恒温培养过程中,好氧生化反应可导致密闭系统的压力不断减少(压差),为此,建立BOD与压差的相关曲线,利用该曲线,在测得压差的情况下,可计算溶液的BOD。该方法与标准方法相比,测定范围宽,可随时了解测定状况,准确度和精密度相当,是一种值得推广的方法。     

微波诱导技术用于氧烛制氧的理论研究

传统的氧烛是将氯酸盐或高氯酸盐与金属燃料、催化剂混合后压缩所制得。其产氧原理是利用燃料燃烧所释放的热量来促成氯酸盐或高氯酸盐分解,释放出氧气。氧烛不仅因燃料燃烧而消耗所产生的氧气,而且在产氧过程中往往会产生少量的氯气等有害副产品。为解决上述两个缺陷,笔者提出一种新的微波诱导催化技术来代替传统的燃料加热方法。即在氧烛配方中舍弃燃料,而使用外加的微波作为氯酸盐分解的热源。具体方法是先对氯酸钠氧烛的热过程进行数值模拟,通过反应温度的差异解释氯气作为副产品产生的机理;为验证利用微波诱导加热代替燃料加热的可行性,对TE10基模微波场中氯酸钠的热过程进行数值模拟。计算结果表明,氯酸钠在微波场中升温均匀。因此,微波诱导是抑制产氧过程中有害副产品产生的一种有效途径。     

Water quality modeling to determine minimum instream flow for fish survival in tidal rivers

The Hsintien Stream is one of the major branches of the Danshuei River system, which runs through the metropolitan capital city of Taipei, Taiwan and receives a large amount of wastewater. The dissolved oxygen concentration is generally low in the tidal portion of the Hsintien Stream. Hypoxia/anoxia occurs often, particularly during the low-flow period when the Feitsui Reservoir, Chingtan Dam and Chihtan Dam impound the freshwater for municipal water supply. Fish kills happen from time to time. This paper describes the application of a numerical hydrodynamic and water quality model to the Danshuei River system, with special attention to the tidal portion of the Hsintien Stream. The model is recalibrated with the prototype conditions of the year 2000. The hydrodynamic portion of the model is recalibrated with measured surface elevation and velocity at various stations in the river system. The water quality portion of the model is recalibrated with respect to the field data provided by Taiwan EPA. The input data of point and nonpoint sources are also estimated. The model simulates the concentrations of various forms of nutrients, CBOD and dissolved oxygen. A series of sensitivity runs was conducted to investigate the effects of point source loadings and river flow on the DO level in the river. It is demonstrated that the augmentation of river flow has as much effect on raising DO level as the reduction of point source loadings. The completion of the Taipei sewer project is expected to reduce the point source loadings by at least 75%. Under these reduced loadings, if the daily instream flow is maintained above the monthly Q75 flow throughout the year, the minimum DO concentration in the river would not fall below 1mg/L, which is the suffocation level for most fish species in the Hsintien Stream. (Q75 is the flow which is equaled or exceeded 75% of the days in the month.) The Feitsui Reservoir, Chingtan Dam and Chihtan Dam may impound water during the high flow periods and release freshwater to maintain the flow at the Q75 value in the Hsintien Stream during the drought periods.     

生物化学法处理含酚废水的研究进展

含酚废水来源广、数量多，对人体和动植物都有很大的危害，因此．．必须对舍酚废水进行有效的处理。综述了含酚废水的处理技术和处理结果，特别是对生物法处理含酚废水的现状与发展进行了介绍和评述。     

Measurement of the Oxygen Mass Transfer Through the Air-Water Interface (5 pp)

Goal, Scope and Background Gas mass transfer through the liquid-gas interface has enormous importance in various natural and industrial processes. Surfactants or insoluble compounds adsorbed onto an interface will inhibit the gas mass transfer through the liquid-gas surface. This study presents a technique for measuring the oxygen mass transfer through the air-water interface. Experimental data obtained with the measuring device were incorporated into a novel mathematical model, which allowed one to calculate diffusion conduction of liquid surface layer and oxygen mass transfer coefficient in the liquid surface layer. Methods A special measurement cell was constructed. The most important part of the measurement cell is a chamber containing the electrochemical oxygen sensor inside it. Gas exchange between the volume of the chamber and the external environment takes place only through the investigated surface layer. Investigated liquid was deoxygenated, which triggers the oxygen mass transfer from the chamber through the liquid-air interface into the liquid phase. The decrease of oxygen concentration in the cell during time was measured. By using this data it is possible to calculate diffusional parameters of the water surface layer.Results Diffusion conduction of oxygen through the air-water surface layer of selected wastewaters was measured. The diffusion conduction of different wastewaters was about 3 to 6 times less than in the unpolluted water surface. It was observed that the dilution of wastewater does not have a significant impact on the oxygen diffusion conduction through the wastewater surface layer. This fact can be explained with the presence of the compounds with high surface activity in the wastewater. Surfactants achieved a maximum adsorption and, accordingly, the maximum decrease of oxygen permeability already at a very low concentration of surfactants in the solution. Oxygen mass transfer coefficient of the surface layer of the water is found to be.Conclusion A simple technique for measuring oxygen diffusion parameters through the air-water solution surface has been developed. Derived equations enable the calculation of diffusion parameters of the surface layer at current conditions. These values of the parameters permit one to compare the resistances of the gas–liquid interface to oxygen mass transfer in the case of adsorption of different substances on the surface layer. Recommendation and Outlook This simple technique may be used for a determination of oxygen permeability of different water-solution surface layers. It enables one to measure the resistance to the oxygen permeability of all inflowing wastewater surface layers in the wastewater treatment plant, and to initiate a preliminary cleaning of this wastewater if required. Similarly, we can measure oxygen permeability of natural waterbodies. Especially in the case of pollution, it is important to know to what extent the oxygen permeability of the water surface layer has been decreased. Based on the tehnique presented in this research, fieldwork equipment will be developed.