关于总磷和总氮的前处理方法摸索的试验

总磷、总氮是地表水质分析两项必测项目,它们的前处理方法各异,但是消化的原理却是相同,都是将有机磷、各种形式的磷酸盐转化成正磷酸盐;将有机氮、无机氮转化成硝酸盐氮,只是消化时加热方式、消化试剂的配制方法有些差异。本文通过比较大量的摸索试验和正交实验得出：8%碱性过硫酸钾在124℃1.3kg/cm2高压锅内消解35min的实验条件最佳。可将一份总磷、总氮水样在一支50ml比色管中一次完成前处理,并且加标回收率分别达到总磷92.8~98.8%、总氮89.0~94.4%,相对偏差可达到小于10%,可以满足分析方法准确度和精密度的要求。     

2019年天津市挥发性有机物污染特征及来源

为了解天津市环境空气挥发性有机物(VOCs)污染特征及来源,基于2019年城区点位高时间分辨率在线监测数据,对天津市VOCs浓度水平、化学组成及来源进行分析.结果表明,2019年天津市VOCs年均浓度为48.9 μg·m-3,不同季节浓度水平依次为:冬季(66.9 μg·m-3)＞秋季(47.9 μg·m-3)＞夏季(...     

佛山市典型铝型材行业表面涂装VOCs排放组成

选取佛山市典型铝型材行业不同表面涂装工艺(溶剂型涂料涂装、水性涂料涂装、电泳涂装、粉末喷涂)有组织废气VOCs进行了采样分析.结果表明,溶剂型涂料涂装废气VOCs浓度(63. 90~149. 67 mg·m~(-3))要远大于其他3种涂装工艺(2. 99~21. 93 mg·m~(-3)). VOCs组成来看,溶剂型涂料涂装废气VOCs以芳香烃为主,比例在52. 32%~71. 55%之间,主要污染物包括甲苯、乙苯、二甲苯等苯系物和乙酸乙酯等含氧挥发性有机物(OVOCs).水性涂料涂装废气以OVOCs为主,如乙酸乙酯(48. 59%)、四氢呋喃(8. 43%),芳香烃比例(11. 32%)远低于溶剂型涂料涂装废气.异丙醇是电泳涂装废气中最主要的VOCs化合物,贡献比例高达81. 19%.而粉末涂料涂装废气VOCs污染物主要是丙酮(30. 25%),以及丙烷(15. 48%)、乙烯(12. 15%)、乙烷(9. 35%)、正丁烷(5. 16%)等C2~C4的烷烃和烯烃.臭氧生成潜势(OFP)计算结果表明,溶剂型涂料涂装废气排放单位质量VOCs的臭氧生成潜势(OFP,以O3/VOCs计,下同)最高(3. 89 g·g~(-1)),其次是粉末喷涂(2. 53 g·g~(-1)),而水性涂料涂装和电泳涂装则较低(1. 31 g·g~(-1)和0. 85 g·g~(-1)).溶剂型涂料涂装废气中芳香烃对OFP贡献比例高达93. 28%,有9种C7~C10芳香烃位列OFP排名前10化合物;水性涂料涂装废气中乙酸乙酯、间/对-二甲苯和甲苯的臭氧生成潜势占比最高,分别为23. 24%、21. 76%和17. 07%;粉末涂料涂装废气中的关键活性组分则为乙烯、丙烯和1-丁烯等低碳烯烃,烯烃对其OFP贡献为71. 11%;电泳涂料涂装废气中异丙醇的OFP贡献(65. 08%)明显高于其他组分(6%).     

Influence of fuel mass load, oxygen supply and burning rate on emission factor and size distribution of carbonaceous particulate matter from indoor corn straw burning

The uncertainty in emission estimation is strongly associated with the variation in emission factor (EF),which could be influenced by a variety of factors such as fuel properties,stove type,fire management and even methods used in measurements.The impacts of these factors are complicated and often interact with each other.Controlled burning experiments were conducted to investigate the influences of fuel mass load,air supply and burning rate on the emissions and size distributions of carbonaceous particulate matter (PM) from indoor corn straw burning in a cooking stove.The results showed that the EFs of PM (EFPM),organic carbon (EFOC) and elemental carbon (EFEC) were independent of the fuel mass load.The differences among them under different burning rates or air supply amounts were also found to be insignificant (p > 0.05) in the tested circumstances.PM from the indoor corn straw burning was dominated by fine PM with diameter less than 2.1 μm,contributing 86.4%±3.9% of the total.The size distribution of PM was influenced by the burning rate and air supply conditions.On average,EF PM,EF OC and EF EC for corn straw burned in a residential cooking stove were (3.84±1.02),(0.846±0.895) and (0.391±0.350) g/kg,respectively.EF PM,EF OC and EF EC were found to be positively correlated with each other (p < 0.05),but they were not significantly correlated with the EF of co-emitted CO,suggesting that special attention should be paid to the use of CO as a surrogate for other incomplete combustion pollutants.     

Cu2+胁迫对黑麦草(Lolium perenne L.)去除富营养化水体中氮、磷效果的影响

为探讨不同浓度Cu2 胁迫对黑麦草去除富营养化水体中N、P营养盐效果的影响,采用小试培养的方法,研究了Cu2 存在条件下黑麦草对水体中N、P去除的动力学过程及黑麦草植株对不同浓度Cu2 胁迫的生态响应.结果表明,0.1～2.0mg/LCu2 胁迫均降低了黑麦草对水中N、P营养盐的去除速率,其去除过程符合二阶动力学模型.黑麦草对水体中Cu2 亦有良好的去除作用,根部是积累重金属Cu的主要部位,其对Cu2 的吸收速率符合米氏动力学方程.较低浓度Cu2 (≤0.2mg/L)胁迫对黑麦草去除N、P的效果影响不大,并且能促进黑麦草生物量的增加,而较高浓度Cu2 (≥0.5mg/L)胁迫虽有促进根系数量增加的趋势,但明显抑制了黑麦草根伸长和叶片生长等作用,因而严重影响了黑麦草对水体中N、P的去除.     

IC厌氧反应器处理垃圾渗滤液

在(35±1)℃条件下,采用IC厌氧反应器对天津大港垃圾焚烧厂垃圾渗滤液进行处理,研究了COD的去除效果、容积负荷、沼气产量和污泥的颗粒化,分析了循环比、上升流速对反应器的影响.结果表明,厌氧反应器经60 d的启动运行后,达到300 m3/d的设计水量,进水容积负荷达到17.7 kg COD/(m3·d),水力停留时间3.7d,COD去除率高于80％,出水挥发酸(VFA)低于l 500 mg/L,平均每去除1 kg COD产沼气0.42 m3,适宜的上升流速和循环比为2.0 ～5.0 m/h、8∶1 ～20∶1.启动结束后,厌氧消化污泥明显出现颗粒化,颗粒污泥的沉降速度达到了67.5 ～ 96.0 m/h,0.3～1.0 mm的颗粒污泥量占有74％.     

生物接触氧化法处理水产品加工废水的设计及运行

采用生物接触氧化工艺处理水产品加工废水,设计能力400m3/d,废水进水水质CODCr为728~1176mg/L,运行稳定后,出水水质CODCr为92~140mg/L,CODCr去除率为85.2%~93.3%,出水水质稳定,达到(GB8978-1996)中的二级排放标准。运行1a来,剩余污泥产生量少,仅排除剩余污泥1次;废水处理成本为0.92元/m3。     

Combined effects of volume ratio and nitrate recycling ratio on nutrient removal, sludge characteristic and microbial evolution for DPR optimization

The optimization of volume ratio (V_An/V_A/V_O) and nitrate recycling ratio (R) in a two-sludge denitrifying phosphorus removal (DPR) process of Anaerobic Anoxic Oxic-Moving Bed Biofilm Reactor (A²/O-MBBR) was investigated. The results showed that prolonged anaerobic retention time (HRT_An: 1.25→3.75 hr) exerted favorable effect on chemical oxygen demand (COD) removal (57.26%→73.54%), poly-β-hydroxyalkanoates (PHA) synthesis (105.70→138.12 mgCOD/L) and PO₄^3? release (22.3→38.9 mg/L). However, anoxic retention time (HRT_A) and R exhibited positive correlation with PHA utilization (43.87%-81.34%) and denitrifying phosphorus removal (DPR) potential (ΔNO₃^?/ΔPO₄^3?: 0.57-1.34 mg/mg), leading to dramatical TN removal variations from 68.86% to 81.28%. Under the V_An/V_A/V_O ratio of 2:6:0, sludge loss deteriorated nutrient removals but the sludge bioactivity quickly recovered when the oxic zone was recovered. The sludge characteristic and microstructure gradually transformed under the dissolved oxygen (DO) control (1.0-1.5→1.5-2.0 mg/L), in terms of sludge volume index (SVI: 194→57 mL/gVSS), median-particle-size (D₅₀: 99.6→300.5 μm), extracellular polymeric substances (EPS) (105.62→226.18 mg/g VSS) and proteins/polysaccharides (PN/PS) ratio (1.52→3.46). Fluorescence in situ hybridization (FISH) results showed that phosphorus accumulation organisms (PAOs) (mainly Cluster I of Accumulibacter, contribution ratio: 91.79%-94.10%) dominated the superior DPR performance, while glycogen accumulating organisms (GAOs) (mainly Competibacter, contribution ratio: 82.61%-86.89%) was responsible for deteriorative TN and PO₄^3? removals. The optimal HRT_A and R assembled around 5-6.5 hr and 300%-400% based on the PHA utilization and DRP performance, and the oxic zones also contributed to PO₄^3? removal although it showed low dependence on DO concentration and oxic retention time (HRT_O).     

污水再生处理工艺中卡马西平的去除过程模拟及其生态风险评价

卡马西平在污水和水环境中广泛存在,且对水生生态系统安全构成风险,因此成为目前研究较多的药品之一。以北京清河再生水厂为例,研究"超滤—臭氧氧化—氯消毒"处理工艺中卡马西平的去除特性,并针对臭氧氧化和氯消毒工艺建立模拟卡马西平去除过程的机理模型。同时,利用美国环境保护署ECOTOX数据库,获取卡马西平对北京市水生生物物种的毒性数据,并基于毒性数据建立物种敏感度分布(species sensitivity distribution,SSD)模型,评价再生水厂出水补给地表水体时卡马西平产生的生态风险。臭氧氧化和氯消毒模型对卡马西平、总有机碳、氨氮等指标的模拟误差总体低于20%,模型的灵敏参数均可以被较好地识别,且其不确定性显著下降。对比7种SSD模型发现,对数正态分布和对数Logistic分布模型较好地拟合了北京市6个物种的卡马西平毒性数据,二者预测得到的总体生态风险期望值分别为7.4%和8.5%。     

扬水曝气器的水质改善功能及提水、充氧性能研究

扬水曝气器是水源水质改善设备,应用于湖泊水库水源地,抑制藻类生长,控制底泥污染物释放,取得了良好的效果.建立了扬水曝气器上升流速数学模型,用于模拟计算扬水曝气器的提水能力.建立了扬水曝气器曝气室的充氧能力数学模型.在实验室实测了扬水曝气器上升流速及其对水体的充氧过程,实测值与模拟计算值吻合较好,验证了提水、充氧能力数学模型.