对稀释接种法测定BOD_5影响因素的剖析

指出了生化需氧量是反映水质受有机物污染程度的一项重要指标。根据实际分析工作经验,通过对稀释与接种法测定BOD5计算公式的推导,剖析和总结了用稀释与接种法测定水样BOD5的过程中,稀释水溶解氧、环境温度、稀释倍数、毒害物质、接种液等若干因素对测定结果准确性的影响。     

生化需氧量(BOD 5 )测定中的接种液优化问题

测定样品中BOD5时,常常受水样的pH值、菌种及其活性、温度、溶解氧浓度等因素影响.因此,有时测定BOD5需要对样品稀释接种,《水和废水监测分析方法》(简称《4版》)提供了制作接种液的方法.     

BOD5实样考核时稀释倍数的估算

文章对BOD5样品考核时，稀释倍数的取值进行了估算，具有指导作用。     

地表水中BOD5的快速预测

应用日常监测地表水得到的大量BOD5、IMn和DO数值,根据最小二乘法原理,可寻求地表水中BOD,与IMn、BOD5与DO的一次线性函数关系,并建立直线回归方程。由此通过短时间内测定地表水中UMn。或在现场使用溶解氧测定仪测定的DO,以及其已建立的直线回归方程,可快速预测地表水中的BOD5。     

海水BOD自动测定仪

适用于淡水的BOD测定仪已经成型,海水盐度高,BOD浓度低,测定仪样品传输及测量的精度和微生物传感器菌种的耐盐性,给构建海水BOD自动测定仪带来困难.以溶解氧电极微生物传感器法为基础,依据海水BOD测定的技术特点,分析样品传输系统、恒温系统和信号采集与处理系统的技术要求,并筛选耗氧耐盐菌种作为微生物传感器的菌株,构建了海水BOD测定仪.用该测定仪测定海水标样,测定结果与标准稀释法测定的BOD5具有良好的相关性和准确度.     

标准BOD5测定法的"空气净化--稀释水曝气"装置研究

"稀释与接种法"是BOD5的标准测定方法,制备溶解氧接近饱和且不含能干扰生化耗氧过程的物质的稀释水,是该法重要的工作之一.由真空泵带动的"空气净化--稀释水曝气"装置,流程合理、装配容易、调控灵活,可连贯进行空气净化与稀释水曝气,而制取符合质量要求的稀释水.     

生化需氧量BOD_5测定影响因素

BOD5是对企业污水排放是否达标的一个很重要的水质指标,测定方法很多。我们结合实际工作讨论BOD5的测定方法及测定过程中的影响因素:稀释水、接种、水样的稀释倍数、溶液酸碱度、温度、溶解氧、毒害物质、硝化作用等。     

BOD5样品稀释度对测定结果的影响

1选取合适的样品稀释度是提高 BOD5分析结果准确度的关键。实验结果表明 ,最合适的样品稀释度所对应的培养液耗氧率为 43%～ 67%。 2根据环境监测的特点 ,建议采用下述 BOD5分析数据处理及结果表述方法 :选取耗氧率为 30 %～70 %的培养水样作为 BOD5测定结果 ,若有几种稀释度均在所要求区间 ,取其平均值 ;如果培养水样均不在所要求区间 ,则取其与 30 %或 70 %相差较小的水样作为 BOD5测定结果。 BOD分析报告 ,应同时报告样品稀释度和培养液溶解氧消耗率BOD_5样品稀释度对测定结果的影响@唐文天$荆州市环境监测站!湖北沙市434000 …     

差压式BOD5测定法的评价研究

对BOD5的测压法测定进行了评价,探讨了该法对接种量的特殊要求;比较了含毒物水样不同稀释比BOD5测定的区别,从而验证了该测定法可用以表征毒性物质对微生物活性的影响程度.通过模拟含毒印染废水活性污泥的处理,指出其不同稀释比BOD5值可作为该处理法的设计和运行管理的重要参数.     

地表水BOD5测定中确定稀释倍数的新思路

《水和废水监测分析方法》第四版根据高锰酸盐指数测得的数值来确定稀释倍数,一般从2倍开始,整数倍地连续稀释。根据多年实践,这样测得的BOD5往往会偏高。究其原因,主要是水体一经稀释,其生态结构就发生变化,稀释倍数越高,水体中生态结构改变越大,微生物生存空间越大,使BOD5偏离真值越大。我们在多年实践中摸索出确定地表水样品BOD5稀释倍数的新思路,即用“半数倍”代替“整数倍”,尽量减少稀释倍数,据此思路测得的BOD5值较为理想。1　1 5倍与2倍测得的BOD5值对比我们以宁波市甬江和城市内河站位水样采用1 5倍与2倍进行对比试验,…     

地表水BOD_5的快速预测预报

地表水五日生化需氧量（ＢＯＤ５）的测试需要五天时间，分析周期较长。本文建立了ＢＯＤ５与高锰酸盐指数（ＣＯＤＭｎ）、ＢＯＤ５与溶解氧（ＤＯ）之间的直线回归方程，通过测定地表水的ＣＯＤＭｎ和ＤＯ可分别对地表水的ＢＯＤ５实现快速预测预报。现场使用溶解氧测定仪检测ＤＯ，可立即预报地表水的ＢＯＤ５。     

新形式下工业废水BOD_5稀释倍数的计算

推导了 BOD5稀释系数的量值关系 ,得出 BOD5稀释系数与样品的可生化性成正比 ,与稀释后水样的耗氧量成反比 ,并据此进一步分析了如何对样品的可生化性和稀释后水样的耗氧量进行预期。在此基础上从实际出发 ,根据工作经验简化和优化了稀释倍数的计算 ,达到提高测定准确度 ,降低劳动强度的目的     

Evaluation of pollution load of Lahore Canal by quantification of various pollutants through physicochemical characterisation

The work describes the physicochemical analysis of the water samples collected from Lahore Canal to evaluate pollution load at different points of the canal. Different physical and chemical pollutants such as temperature, pH, electrical conductivity, total dissolved and suspended solids, turbidity, chlorides, sulphates, nitrates, oils and grease, dissolved oxygen, chemical oxygen demand and biological oxygen demand (BOD) were analysed. The data was analysed through analysis of variance, which showed that the p values for dissolved oxygen (DO), chemical oxygen demand (COD), BOD, electrical conductivity, total dissolved solid (TDS), total suspended solid (TSS), turbidity, oil and grease, sulphates, and nitrates are <0.05, while p value of temperature, pH, and chlorides are 1.000, 0.984, and 0.070, respectively, which are >0.05. Further regression analysis revealed that the simple line regression modal is fit for turbidity and TSS, electrical conductivity and TDS, COD and DO, BOD and DO, and BOD and COD. The studies reveal that Lahore Canal is receiving a considerable amount of physical and chemical pollutants at different points.     

五日生化需氧量测定中稀释倍数的估算

假定样品经过培养后耗氧率达５５％；推导出ＢＯＤ５稀释倍数Ｋ＝ＢＯＤ５／４．４，由稀释程度规定推导出ＢＯＤ５稀释倍数Ｋ＝（ＢＯＤ５－１）／４．０两种方法Ｋ基本相同，标准样品，工业废水经上述方法稀释后，测定结果比较满意，尤其对工业废水测定，既缩短了分析时间，又降低了测定误差。     

Chemical monitoring and evaluation of the water quality of the Douro River at the Crestuma-Lever dam

Water taken from the Crestuma-Lever dam on the Douro River was evaluated considering the Portuguese Decree-law no. 236/98 of 1st August, 1998. This paper presents the metrological characteristics, validation of analytical methodologies and the data obtained from seasonal samplings. The test parameters selected are: temperature, pH, chloride, conductivity, carbon dioxide, alkalinity, hardness, oxidability, dissolved oxygen, BOD5, total suspended solids, sulfide, phosphate, silica, ammonium, nitrite, nitrate, sulfate, sodium, potassium, calcium, magnesium, iron, manganese, copper and zinc. From data analysis we can conclude that the water presented the following characteristics: a pH situated in the neutral zone; a median mineralization; a medium hardness; well oxygenated water; and a carbonate hardness exclusively due to bicarbonates. The temperature, pH, dissolved oxygen, ammonia, chlorides, sulfates, copper, zinc and BOD5 were compared with the legal limits presented in annexes XXI and I of Decree-law 236/98. The results relating to total hardness, nitrites, calcium, magnesium, sodium, potassium, aluminium, sulfides and oxidability were compared with the legal values in annex VI as there are no limits relating to these parameters in annexes XXI and I.     

Potential effects on the marine environment of dredging of the Bonny channel in the Niger Delta

This study is an assessment of the possible effects of the dredging project on the water quality of the surrounding environment. Water quality data for the Bonny offshore river were collected. The parameters assessed were temperature, dissolved oxygen (DO), pH, biochemical oxygen demand (BOD), total dissolved solids (TDS), total suspended solids (TSS), nitrogen as nitrate, and phosphate. The concentrations of TDS, TSS, and nitrate far exceeded the permissible standard. There were significant differences between the dry and rainy season values of BOD5, TDS, TSS, nitrate, and phosphate. Also, the sediment physicochemical analysis indicated the presence of heavy metals such as Pb, Fe, Cd, Zn, Cr, and elements such as Ca, K, and Na. Following an assessment of the potential impact of the project using interaction matrix and checklist questionnaires, results showed that the major physicochemical parameters influenced by dredging are DO, TDS, TSS, heavy metals and calcium, potassium, and sodium. Mitigation measures for eliminating or reducing the negative impacts of dredging are presented.     

Development of Dissolved Oxygen Model for a Highly Variable Flow River: A Case Study of Ravi River in Pakistan

A framework for dissolved oxygen (DO) modeling of the Ravi River has been developed based on a combination of laboratory measurements and field and monitoring data. Both the classical Streeter-Phelps (CSP) and the modified Streeter-Phelps (MSP) models are used for DO simulations. The MSP model considers the carbonaceous biochemical oxygen demand (CBOD) and nitrogenous biochemical oxygen demand (NBOD) separately, whereas the CSP model is evaluated considering only the CBOD and NBOD is incorporated in the overall BOD utilization rate. CBOD, NBOD and BOD rates have been determined through long-term BOD analysis of five main wastewater outfalls and two surface drains discharging into the Ravi River over a 98 km stretch. Analysis by Thomas Method manifests strong coefficient of determination “R²” between 0.72 and 0.98 for all the three types of BOD rates. Sensitivity analyses have also been carried out to find out a suitable reaeration rate formula for highly variable flows in the Ravi River. The CSP model results based on classical approach of considering only CBOD show significant difference between the model predictions and field measurements suggesting that NBOD needs to be incorporated for the model development. The dissolved oxygen values calculated using the MSP model and the CSP model based on overall BOD rate are in close agreement with field measurements and are thus suitable to model DO levels in the Ravi River.     

一种新的BOD测定方法——溶氧仪测定法

对BOD5的测定方法进行了改进,利用膜电极法测定溶解氧,进而测定水样的BOD5,并与经典的容量法(碘量法)进行比较,大量的实验结果表明,仪器法与经典方法同样精确可靠,完全可以取代经典的容量法。     

Measurement of biochemical oxygen demand of the leachates

Biochemical oxygen demand (BOD) of the leachates originally from the different types of landfill sites was studied based on the data measured using the two manometric methods. The measurements of BOD using the dilution method were carried out to assess the typical physicochemical and biological characteristics of the leachates together with some other parameters. The linear regression analysis was used to predict rate constants for biochemical reactions and ultimate BOD values of the different leachates. The rate of a biochemical reaction implicated in microbial biodegradation of pollutants depends on the leachate characteristics, mass of contaminant in the leachate, and nature of the leachate. Character of leachate samples for BOD analysis of using the different methods may differ significantly during the experimental period, resulting in different BOD values. This work intends to verify effect of the different dilutions for the manometric method tests on the BOD concentrations of the leachate samples to contribute to the assessment of reaction rate and microbial consumption of oxygen.