间隔流动分析法测定水中总磷

采用间隔流动分析法(SFA)测定地表水和城镇污水处理厂废水中的总磷,并与现行国标方法作比对,发现悬浮物对SFA法的结果存在一定的干扰,并对此进行了详细讨论且设计了一系列实验。实验结果表明使用均质机对水样均质能够有效消除悬浮物对测定结果的影响。水样经均质处理后两种方法测定结果相对误差小于3.0%。SFA法绘制的校准曲线线性大于0.999 5,标准样品的平行测定RSD≤1.5%,方法检出低限为0.009 mg/L,地表水样品加标回收率为91.4%～97.7%。     

水体中总氮检测的方法研究

使用碱性过硫酸钾氧化紫外分光光度法(GB 11894—1989)测定水中的总氮时,在严格按该方法分析步骤操作的情况下,依然会出现空白值偏高、检测结果不准确等问题。本文对水中总氮检测过程中的影响因素进行了总结、分析,对需要重点注意的环节进行了探讨,找出了问题的原因并提出了解决方法。     

总氮总磷在线自动监测仪的现状与问题

总氮总磷在线自动监测仪已在中国水质自动监测系统中得到广泛应用。其生产厂家日趋成熟、相关标准逐步出台、仪器性能基本达标。但在实际应用过程中,该仪器仍有许多问题需要进一步认识与改进。从测定方法、国家标准、前处理、自动标定、检出限等几个方面,分析了该仪器存在的问题,并提出了相关建议。     

上海市大气总汞季节变化特征及与气象条件的关系

2008年到2010年对上海市西南部大气中总汞(TGM———Total Gaseous Mercury)的污染水平进行监测,结果表明TGM日均浓度为ND~57.23ng/m(3(7.79±3.29)ng/m)3。TGM呈现出一定的季节性变化特征,浓度最高的是秋季,然后依次是冬季、春季、夏季,平均浓度分别为(9.30±2.48)、(8.32±2.79)、(7.78±2.33)、(2.16±3.29)ng/m3。TGM浓度受东南风向影响最大,其次为西北和东北风向。在置信水平为95%的情况下,TGM浓度与日平均温度呈正相关性,而与日温差、相对湿度、日相对湿度差、风速无显著相关性。但TGM浓度分别与日均O3浓度和NO2浓度均呈显著正相关。利用HYSPLIT_4模型对TGM浓度高值与低值几天的空气气团来源轨迹进行反演,结果发现高低浓度日的气团来源略有差别,总体上看,冬季、春季和秋季受北方气团影响较大,夏季则受我国东部海域影响,具体的局部和长距离输送的贡献需要进一步研究。     

手提式蒸汽消毒器同时消解总磷总氮实验分析

水体中总磷、总氮的增多,会造成藻类的滋生,使水环境质量降低。因此,对总磷、总氮的监测十分必要。国标方法测定水中总磷总氮,都要用手提式蒸汽消毒器进行消解,且消解温度和时间相同。为建立一种快速的测定方法,将总磷、总氮同时放入蒸汽消毒器中进行消解,将此方法与标准消解法进行了对比分析。结果表明:同时消解法的精密度、准确度、回收率、工作曲线等均符合总磷总氮的测定要求,标准物质的测定结果和相对误差均在规范范围内,说明此方法可靠。在总磷、总氮都需检测时,大大缩短了实验时间,减少了蒸汽消毒器的使用频率,是一种快速、简便测定水中总磷总氮的方法。     

Three-dimensional hydrodynamic and water quality model for TMDL development of Lake Fuxian, China

Lake Fuxian is the largest deep freshwater lake in China. Although its average water quality meets Class I of the China National Water Quality Standard (CNWQS), i.e., GB3838-2002, monitoring data indicate that the water quality approaches the Class II threshold in some areas. Thus it is urgent to reduce the watershed load through the total maximum daily load (TMDL) program. A three-dimensional hydrodynamic and water quality model was developed for Lake Fuxian, simulating flow circulation and pollutant fate and transport. The model development process consists of several steps, including grid generation, initial and boundary condition configurations, and model calibration processes. The model accurately reproduced the observed water surface elevation, spatiotemporal variations in temperature, and total nitrogen (TN), total phosphorus (TP), and chemical oxygen demand (COD) concentrations, suggesting a reasonable numerical representation of the prototype system for further TMDL analyses. The TMDL was calculated using two interpretations of the water quality standards for Class I of the CNWQS based on the maximum instantaneous surface and annual average surface water concentrations. Analysis of the first scenario indicated that the TN, TP and COD loads should be reduced by 66%, 68% and 57%, respectively. Water quality was the highest priority; however, local economic development and cost feasibility for load reduction can pose significant issues. In the second interpretation, the model results showed that, under the existing conditions, the average water quality meets the Class I standard and therefore load reduction is unnecessary. Future studies are needed to conduct risk and cost assessments for realistic decision-making.     

营养条件对污水中小球藻生长及产能效应的影响

以过滤的富营养化的鱼塘废水为培养液,添加外源的碳、氮、磷元素,考察污水中不同的外源无机碳浓度、总氮浓度、总磷浓度对小球藻(Chlorella vulgaris)的生长、油脂含量和烃类含量的影响。在25℃、光照强度为4 500 Lux、光暗比为12L:12D的条件下培养10 d。单因子方差分析和多重比较结果表明:(1)以Na2CO3做碳源,小球藻生物量和烃类含量在外源无机碳浓度为6 mg/L时最高,油脂含量在外源无机碳浓度为12 mg/L最高。(2)以KNO3做氮源,小球藻生物量在总氮浓度为25 mg/L时最高,油脂含量在总氮浓度为15 mg/L时最高,烃含量在总氮浓度为20 mg/L时最高。(3)以KH2PO4做磷源,小球藻生物量和烃类含量在总磷浓度为2 mg/L时最高,油脂含量在总磷浓度为1.5 mg/L时最高。     

利用卫星资料估算我国西北地区直接辐射

在缺乏直接辐射、云量、日照时数等地面观测资料情况下,如何正确估算太阳直接辐射对太阳能合理开发利用有重要意义。利用NCEP/NCAR再分析资料、EOS-AURA卫星和FY-2C气象卫星反演资料,采用一个改进的宽带辐射传输模型对我国西北5个地面辐射站点2006年和2007年直射日曝辐量进行了估算。模型首先在Bird模型基础上对晴空条件下的太阳直接辐射进行了计算,然后结合FY-2C气象卫星总云量和云类反演数据,引入了一个线性方程,对实际天气状况下的直射日曝辐量进行了计算。结果表明:5个站点模拟的直射日曝辐量与实测值均存在较好一致性,评价效率系数NSE介于0.68~0.8,而对月均直射日曝辐量的模拟结果则显示模型在4-10月的估算精度要高于11-3月结果。     

Dry deposition velocity of total suspended particles and meteorological influence in four locations in Guangzhou, China

Dry deposition velocity of total suspended particles (TSP) is an effective parameter that describes the speed of atmospheric particulate matter deposit to the natural surface. It is also an important indicator to the capacity of atmosphere self-depuration. However, the spatial and temporal variations in dry deposition velocity of TSP at different urban landscapes and the relationship between dry deposition velocity and the meteorological parameters are subject to large uncertainties. We concurrently investigated this relationship at four different landscapes of Guangzhou, from October to December of 2009. The result of the average dry deposition velocity is (1.49 ± 0.77), (1.44 ± 0.77), (1.13 ± 0.53) and (1.82 ± 0.82) cm/sec for urban commercial landscape, urban forest landscape, urban residential landscape and country landscape, respectively. This spatial variation can be explained by the difference of both particle size composition of TSP and meteorological parameters of sampling sites. Dry deposition velocity of TSP has a positive correlation with wind speed, and a negative correlation with temperature and relative humidity. Wind speed is the strongest factor that affects the magnitude of TSP dry deposition velocity, and the temperature is another considerable strong meteorological factor.We also find out that the relative humidity brings less impact, especially during the dry season. It is thus implied that the current global warming and urban heat island effect may lead to correlative changes in TSP dry deposition velocity, especially in the urban areas.     

Sewage sludge disintegration by high-pressure homogenization: A sludge disintegration model

High-pressure homogenization (HPH) technology was applied as a pretreatment to disintegrate sewage sludge. The effects of homogenization pressure, homogenization cycle number, and total solid content on sludge disintegration were investigated. The sludge disintegration degree (DDCOD), protein concentration, and polysaccharide concentration increased with the increase of homogenization pressure and homogenization cycle number, and decreased with the increase of sludge total solid (TS) content. The maximum DDCOD of 43.94% was achieved at 80 MPa with four homogenization cycles for a 9.58 g/L TS sludge sample. A HPH sludge disintegration model of DD_COD= kN^aP^b was established by multivariable linear regression to quantify the effects of homogenization parameters. The homogenization cycle exponent a and homogenization pressure exponent b were 0.4763 and 0.7324 respectively, showing that the effect of homogenization pressure (P) was more significant than that of homogenization cycle number (N). The value of the rate constant k decreased with the increase of sludge total solid content. The specific energy consumption increased with the increment of sludge disintegration efficiency. Lower specific energy consumption was required for higher total solid content sludge.