改进分光光度法测Ni以规避大量干扰离子

为测定含大量干扰离子的水样中镍的浓度,提出一种改进的分光光度法。即以多种物质的吸光曲线回归方程,将实时测得的水样吸光度分解成多种物质的吸光度,利用多元一次方程进行求解并计算出浓度的方法。新方法在不进行修正时,对含Cr6+干扰的水样Ni2+测定的结果,误差较小。多组分的水样测量吸光度误差较大,通过引入修正系数修正后误差大幅下降。方法中Ni2+、Fe3+的吸光度与显色时间基本无关;而对于Mn2+、Cu2+和Cr6+,显色时间应控制在0.5～2.5 min内或10 min外,以保证测得吸光度值的稳定与准确。对组成不同的含Mn2+和Fe3+水样测得的Ni2+浓度分析,变异系数(CV)4.74%,检出限为0.275 mg/L,精确度和精密度较好。同时,这种规避方法还具有其他作用,可以在分析组分的同时粗略算出含量。     

矿化垃圾反应床处理垃圾渗滤液出水中的水溶性有机物

以矿化垃圾反应床处理垃圾渗滤液出水(以下简称尾水)为研究对象,采用国际上最常用的树脂联用法,对其进行梯度分离表征.研究结果表明,憎水性腐殖质对尾水COD和溶解性有机碳(DOC)的贡献分别为42.55%和45.12%,准亲水性物质对尾水中COD和DOC的贡献分别为34.89%和37.14%,憎水性腐殖质和准亲水性物质是尾水中水溶性有机物(DOM)的重要组成部分.近紫外区域吸光度分析发现,尾水中含有大量带共轭双键或苯环的有机物质,这些物质从尾水中去除后,尾水在近紫外区域的吸光度明显下降.分子量分布显示.尾水中DOM的分子量主要集中在2 000 u以下.元素分析和红外光谱结果显示,胡敏酸(HA)和富里酸(FA)带有苯环结构,存在醇羟基或酚羟基及羧酸官能团;准亲水性物质含有较多的羧酸官能团,另外存在一定置的羟基官能团,同时还可能含有三键和双键的结构.     

双波长紫外吸收法有机废水COD测量技术与仪器设计

紫外吸收法直接测定有机废水COD是一种无需化学试剂、无样品前处理、无二次污染的绿色无损检测技术,但在实际应用中发现,有机废水中的悬浮物对测量结果产生较大影响.以实际废水水样为例,详细阐述了双波长紫外吸收法测量有机废水COD的操作方法及其消除悬浮物干扰的原理,并介绍了运用该技术设计开发的COD在线测量仪器.该仪器采用嵌入式计算机系统实时采集和处理数据,根据实际废水在双波长测量条件下的有效紫外吸光度快速推算出其COD值,具有快速、准确、无污染的特点.     

紫外分光光度法测定水质COD的技术研究

紫外分光光度法测定水质COD是利用有机物吸收紫外线的特征来测量水中的有机物浓度。用邻苯二甲酸氢钾标准溶液作为水样,验证了水样中COD与254nm紫外线的吸光度在一定范围内有良好的线性关系。线性回归方程为y=125.33x-2.3605,相关系数r=0.9945。由于一般污水中有悬浊物的影响,因此研究了采用可见分光光度法补偿浊度的影响的可行性。     

自配消解液分光光度法测定污水中的COD

以自配消解液代替ThermoFisher公司AQ4001COD测定系统的专用消解液,比较了自配消解液分光光度法与国家标准重铬酸钾法(GB 11914-1989)测定化学需氧量(COD)的差异。对比试验表明,自配消解液分光光度法测定COD的结果精确度和准确度高,与国家标准方法无显著性差异。自配消解液分光光度法测定水样COD值的相对标准偏差;低量程(30～150 mg/L)为1.38%～2.53%,中量程(0～1 500 mg/L)为0.47%～3.63%,高量程（2 000～15 000 mg/L）为0.17%～3.53%,在国家标准方法测试水样COD值的允许误差范围内。除制革废水外,自配消解液可以代替AQ4001COD测定系统的专用消解液,适用不同量程范围内污水COD的测定。自配消解液分光光度法具有试剂使用量少、速度快、经济、二次污染小等优点,值得在环境科学领域及废水水质监测中推广应用。     

浑浊度对总氮测定影响的探讨

依据国家标准方法：碱性过硫酸钾-紫外分光光度法（GB1189—89）检测地表水中的总氮,通过实验分析发现,水样的浑浊度对波长在275nm处的吸光度值有严重影响,消解降低水样的浑浊度后,会使275nm处的吸光度值下降。     

基于臭氧紫外协同在线检测水体COD的研究

提出了一种基于臭氧协同紫外(O3/UV)在线检测水体化学需氧量(COD)的方法,建立了以臭氧协同紫外的高级氧化体系对水样进行氧化消解,利用多个传感器信息组合来测定水体COD的方法,通过待测水样所消耗臭氧的量来计算出水样的COD.与传统的COD测定方法相比,具有操作简单方便、消解时间短、运行成本低、无需添加任何化学试剂、不会产生二次污染等优点,具有很好的推广应用价值.     

紫外-近红外光谱法测定废水COD含量

针对传统方法测定化学需氧量(COD)药剂成本高、检测效率低、连续监测难、废液二次污染等问题,基于现有的紫外-可见光与近红外光谱法测量COD技术,研究了综合利用紫外光谱与近红外光谱中的信息来预测废水中COD含量的可行性。实验采集了100个工厂现场水样,每一水样分成两组:一组测其190~2 300 nm波长范围的光谱数据,另一组利用传统方法测其COD,并把该方法得到的结果作为标定该水样光谱的标准值,对水样光谱用偏最小二乘法(PLS)建立废水样的COD预测模型。经验证预测值与实测值的相关度为0.967 1,验证标准误差值为24.8 mg·L~(-1),具有较好的预测效果。     

石化综合污水处理厂出水溶解性微生物产物的特性

溶解性微生物产物(soluble microbial products,SMP)是生化系统出水残留COD的主要组成部分,通过采用分子量截留超滤分离、有机物树脂分离等方法对某石化综合污水处理厂出水SMP的分子量分布、亲水特性进行了分析研究.结果表明,水样中的SMP占出水残留COD的85%左右。SMP中主要成分是蛋白质,出水中小于1 kDa的有机物是SMP中的主要物质。树脂分离实验表明,亲水性有机物和疏水酸性有机物分别约占出水SMP的50%和20%,是需要进一步处理削减的主要物质类别。     

嵌入式污水COD在线监测仪的研制与应用

分析化学需氧量的监测原理,提出研制一种基于重铬酸钾氧化-分光光度法的COD在线监测仪,并对仪器预处理、计量、消解和光电比色等主要单元进行研究和设计。通过正交实验的直观分析法和方差分析法,确定仪器的最佳工作条件为:消解温度170℃,消解时间20 min,催化剂用量为进液至低液位4次。通过对催化剂进行研究及实验,表明MnSO_4可代替Ag_2SO_4进行生活污水COD的测量,且仪器示值误差≤±5.0%,重复性≤3.0%。仪器准确度和精密度接近国外先进水平,且价格低,可大大降低监测成本。     

Modification of chemical oxygen demand monitoring in the Yellow River, China, with a high content of sediments.

This paper presents a modification of chemical oxygen demand (COD) monitoring giving a better indication of the pollution level compared with the conventional COD method for rivers with a high content of sediments. The correlation between the sediment organic carbon and COD was investigated using sediments sampled in the middle Yellow River, China. Partitioning of the sediment organic carbon between the water and sediment phases was also investigated using batch experiments, with the sediment concentration varying from 20 to 400 g/L. As a result, the COD modification equations are proposed for both turbid water (mixture of water and sediment) and supematant water (filtrate using a 0.45-microm membrane). The modified COD in turbid water and supernatant water could be 40 and 10% less than the monitored COD values, respectively. These results may have a significant influence on the assessment of water quality class in the Yellow River.     

Absorption and fluorescence properties of chromophoric dissolved organic matter: implications for the monitoring of water quality in a large subtropical reservoir

The development of techniques for real-time monitoring of water quality is of great importance for effectively managing inland water resources. In this study, we first analyzed the absorption and fluorescence properties in a large subtropical reservoir and then used a chromophoric dissolved organic matter (CDOM) fluorescence monitoring sensor to predict several water quality parameters including the total nitrogen (TN), total phosphorus (TP), chemical oxygen demand (COD), dissolved organic carbon (DOC), and CDOM fluorescence parallel factor analysis (PARAFAC) components in the reservoir. The CDOM absorption coefficient at 254 nm (a(254)), the humic-like component (C1), and the tryptophan-like component (C3) decreased significantly along a gradient from the northwest to the lake center, northeast, southwest, and southeast region in the reservoir. However, no significant spatial difference was found for the tyrosine-like component (C2), which contributed only four marked peaks. A highly significant linear correlation was found between the a(254) and CDOM concentration measured using the CDOM fluorescence sensor (r ²?=?0.865, n?=?76, p?相似文献   

生物接触氧化—复合人工湿地组合工艺对工业园区污水的处理效果研究

根据广州从化市玮思工业园排放的综合污水的特点,设计了生物接触氧化—复合人工湿地组合工艺对其进行处理,考察了该工艺运行一年来对COD、BOD5、TP、NH4+ -N、TN的去除效果.结果表明,该组合工艺对工业园区综合污水中的COD、BOD5、TP、NH4+ -N和TN都有较好的去除效果,出水COD、BOD5、TP、NH4+ -N、TN的平均去除率分别为86.07％、74.91％、60.73％、89.62％、46.01％;该组合工艺对各污染物的去除效果明显优于单一的生物接触氧化池和单一的复合人工湿地的去除效果,生物接触氧化池对COD、BOD5和NH4+ -N的去除贡献较大,但对TP和TN的去除能力有限;采用该组合工艺处理工业园区综合污水,具有运行费用低、处理效果好、操作方便、管理简单、景观效果良好等优点.     

Improved TITRILOG Sensitivity Part II. Field Performance and Evaluation

Air pollution forecasting is not a new field but is certainly an area with only modest development since its early beginnings. Because ozone Is not a source emission but instead is formed from precursors, ozone episodes should be more readily forecasted than other pollutants by simply monitoring the precursors. The ozone empirical model developed within the course of this study is very site specific, therefore the major goal of the study was to establish the techniques which can be used to develop an ozone forecasting model for specific monitoring networks. The results of using the ozone forecasting model showed that even though errors as high as 25 % occurred the typical error In forecasting was in the 5-10% range.     

梨形筒式好氧堆肥反应器的开发与应用

针对现有堆肥反应器移动困难、难以使物料充分混合及堆肥效率不稳定等问题,开发了梨形筒式好氧堆肥反应器。从物料和热量平衡、通风量及搅拌方式优化等方面对反应器进行了研究。反应器主要包括梨形筒体、无轴螺旋导叶、通风系统、动力系统和控制系统等,具有易于移动、便于进/出料等优点。在通风量为2.0 L/min,初始物料投加量5.0kg（干重比∶粪便/锯末=1∶4）,含水率约60%时,利用反应器对人粪便进行序批式堆肥实验,结果表明,反应器搅拌5 min后混合均匀率可达90%以上,符合混合均匀度的要求;堆体温度从第2天开始升温至50℃以上并保持30 d;TOC和COD均呈持续下降趋势,降解率分别为72.61%和72.81%;种子发芽指数为92.18%,可完全达到腐熟标准。     

AA3流动注射仪快速测定地表水中的总氰化物

在反复实验的基础上建立了运用Bran+Luebbe AutoAnalyzer 3流动注射分析仪快速测定地表水中总氰化物的分析方法。结果表明,该方法与传统的分光光度法相比,具有自动进样、分析速度快、测定成本低等优点。与经典的分析方法相对照,结果无显著性差异,能够满足大批量地表水监测的要求。在测试系统中引入了恒温槽,进一步提高了测试的精密度和准确度。     

Application of soft computing to predict water quality in wetland

Prediction of water quality is a critical issue because of its significant impact on human and ecosystem health. This research aims to predict water quality index (WQI) for the free surface wetland using three soft computing techniques namely, adaptive neuro-fuzzy system (ANFIS), artificial neural networks (ANNs), and group method of data handling (GMDH). Seventeen wetland points for a period of 14 months were considered for monitoring water quality parameters including conductivity, suspended solid (SS), biochemical oxygen demand (BOD), ammoniacal nitrogen (AN), chemical oxygen demand (COD), dissolved oxygen (DO), temperature, pH, phosphate nitrite, and nitrate. The sensitivity analysis performed by ANFIS indicates that the significant parameters to predict WQI are pH, COD, AN, and SS. The results indicated that ANFIS with Nash-Sutcliffe Efficiency (NSE = 0.9634) and mean absolute error (MAE = 0.0219) has better performance to predict the WQI comparing with ANNs (NSE = 0.9617 and MAE = 0.0222) and GMDH (NSE = 0.9594 and MAE = 0.0245) models. However, ANNs provided a comparable prediction and the GMDH can be considered as a technique with an acceptable prediction for practical purposes. The findings of this study could be used as an effective reference for policy makers in the field of water resource management. Decreasing variables, reduction of running time, and high speed of these approaches are the most important reasons to employ them in any aquatic environment worldwide.

     

不同来源废水COD、TOC与Cl^-的关系

通过对含盐化工废水（A）、受潮汐影响的河流水（B）、城市生活污水处理厂排水（C）、采油废水（D）4种不同来源废水进行为期15 d的采样监测,测定了其COD、TOC和Cl^-浓度,分析比较了3种废水指标之间的关系,其中COD分别使用重铬酸钾法、氯气校正法和碘化钾碱性高锰酸钾法3种方法进行测定。实验结果表明,4种废水Cl^-浓度差异较大,盐化工废水A（21749 mg/L）〉采油废水D（7013 mg/L）〉受潮汐影响的河流水B（1807 mg/L）〉城市生活污水处理厂排水C（977 mg/L）;在15 d的监测周期内,盐化工废水（A）的TOC波动较大,其余3种废水的TOC浓度基本保持稳定,与Cl^-浓度变化没有直接的关系;4种不同废水的COD与Cl^-浓度之间具有显著的正相关性。通过分析比较表明,碘化钾碱性高锰酸钾法比较适合于盐化工废水（A）和采油废水（D）的测定,氯气校正法比较适合于城市生活污水处理厂排水（C）和采油废水（D）的测定,受潮汐影响的河流水样（B）波动较大,3种方法测得的COD浓度与Cl^-浓度的变化趋势没有显著差异。TOC较适合表征水质有机污染程度。