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测定水中五日生化需氧量(BOD5)通常采用碘量法和膜电极法。为观察膜电极法的适用性,以国家环境保护总局标准物质研究所BOD5 标准样品和一些水样作膜电极法与碘量法比对试验。膜电极法测定BOD5 所用仪器为YSI 5 0 0 0型溶氧仪,探头为5 0 1 0型。两种方法对水样BOD5 的比对测定结果见表1。由表1可见,两种方法测定标准样品的结果均在其保证值范围内,对各种水样测定的相对误差(以碘量法为基准) <5 % ,表明膜电极法测定水样结果与碘量法测定结果基本一致,膜电极法完全可用于BOD5 的测定,尤其适合大批量样品的测定。表1 两种方法对水样BO… 相似文献
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地表水中BOD5的快速预测 总被引:2,自引:2,他引:0
王梅 《环境监测管理与技术》2005,17(2):38-38
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。 相似文献
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工业废水BOD5与CODCr相关关系以及BOD5测定的简化法 总被引:1,自引:0,他引:1
通过研究BOD5与CODCr的相关性,用线性函数BOD5=a+bCODCr的形式进行一元回归,间接求出BOD5或指导BOD5的测定,验证BOD5结果的准确性以及通过对稀释法公式的推导得出简化法的公式,并与稀释法进行比较,结果表明,简化后的方法与稀释法无显著差异,精密度、准确度较好。 相似文献
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工业废水BOD5与CODCr相关关系以及BOD5测定的简化法 总被引:2,自引:0,他引:2
通过研究BOD5与CODCr的相关性,用线性函数BOD5=a+bCODCr的形式进行一元回归,间接求出BOD5或指导BOD5的测定,验证BOD5结果的准确性以及通过对稀释法公式的推导得出简化法的公式,并与稀释法进行比较,结果表明,简化后的方法与稀释法无显著差异,精密度、准确度较好. 相似文献
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污水处理厂活性污泥经过洗涤后,在5 d的时间里其内源呼吸耗氧量线性较好,可以采用处于内源呼吸阶段的活性污泥作为BOD5测定的载体,一方面能够确保测定初期快速启动,另一方面能够提高测量范围,从而减小仪器的系统误差.活性污泥经过洗涤去除吸附的有机物后,将其制成浓度为200 mg/L左右的接种溶液用于低值BOD5测定,测量结果介于采用稀释法测定和差压计直接测定结果之间.当水中BOD5较低时,可以使用本方法进行测定,为测定低值BOD5提供一种新思路和新方法. 相似文献
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介绍了微生物传感器快速测定生化需氧量(BOD)的方法,通过对标准溶液、工业废水、地表水、污水处理厂废水的检测,分析其精密度和准确度,通过与BOD_5的比对,对方法的存在问题及适用性进行了探讨和研究,为该方法的发展及其在环境监测中的实际应用提供了技术依据。 相似文献
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为解决快速测量生化需氧量,生化需氧量智能生物检测仪对多种废水的实际测定表明,操作简单,测量周期为30min,精密度为±10%左右,特别适用于污水处理中控制分析及批量样品的分析测定。 相似文献
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采用微生物电极法可快速测定生活污水及地表水中的BOD。配制标准溶液和内控溶液进行方法准确度和精密度试验,结果表明相对误差<4%,相对标准差在1%~6%之间,准确度和精密度均较好。对地表水和工业废水样作了加标回收试验,加标回收率在95%~102%之间,回收率较好。为考察该方法的可靠性和适应性,与稀释接种法进行对比试验,相对误差在1%~11%之间,表明两种方法测定结果基本一致。微生物电极法具有灵敏度高、检测限低、简便快速等特点,完全能满足监测需要。 相似文献
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通过实验,对比研究了采用商业混合菌种(Polyseed)改进传统方法测定BOD5的可行性。研究结果表明,相比于采用地表水作为接种水的传统方法,采用进口商业混合菌种配制接种稀释水BOD5(空白值)更稳定,可以改进传统BOD5测定方法,使得日常监测工作更为便捷。 相似文献
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A 5-day biochemical oxygen demand (BOD(5)) test has been used as the standard measurement of organic pollution in rivers worldwide. However, it may be argued that BOD is not a sufficient indicator of organic pollution when nitrogenous biochemical oxygen demand (NBOD) is present in water samples. In this study, BOD, NBOD, and carbonaceous biochemical oxygen demand (CBOD) of treated sewage effluent (TSE) were measured near at the discharge outlet of 3 sewage treatment plants (STPs) in Sakai, Itachi, and Kashio rivers in Central Japan. Additional measurements were conducted at one point upstream and two points downstream from the STP discharge points in the rivers. It was estimated that NBOD values in the TSE of Sakai River, Kashio River and Itachi River accounted for 54%, 69% and 18% of their BOD values, respectively. Respective NH4+ and NO2- concentrations were positively correlated with those of NBOD values in Sakai, Itachi, and Kashio rivers. The BOD loads from the TSE were estimated to be 2.2, 5.7, and 1.2 times higher than the CBOD loads in the Sakai, Itachi, and Kashio rivers, respectively. The variation of the portion of NBOD values of each TSE, as well as the ratios of CBOD to BOD loads, was attributed to the difference in each STP system. Consequently, the NH4+ and NO2- of TSE led to the increase of NBOD in the Sakai River basin. 相似文献
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废水的BOD5测定中取稀释比是一个很重要的问题。本文根据数学推导得出BOD5测定中取稀释比的一种方法。BOD5/CODcr值在0.05-0.1,0.1-0.3,0.3-0.6,0.6-1.0四个范围内其稀释比f2可对应取55/CODcr、22/CODcr、9/CODcr、5/CODcr。 相似文献
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Non-steady response of BOD biosensor for the determination of biochemical oxygen demand in wastewater 总被引:1,自引:0,他引:1
A biochemical oxygen demand (BOD) biosensor for effective and expeditious BOD(7) estimations was constructed and the non-steady phase of the output signal was extensively studied. The modelling approach introduced allows response curve reconstruction and a curve fitting procedure of good quality, resulting in parameters indicating the relationship between response and organic substrate concentration and stability properties of the BOD biosensor. Also, the immobilization matrixes of different thicknesses were characterized to determine their suitability for bio-sensing measurements in non-stationary conditions, as well as for the determination of the mechanical durability of the BOD biosensor in time. The non-steady response of the experimental output of the BOD biosensor was fitted according to the developed model that enables to determine the stability of the biosensor output and dependency on biodegradable organic substrate concentration. The calibration range of the studied BOD biosensor in OECD synthetic wastewater was 15-110 mg O(2) L(-1). Repeatability tests showed relative standard deviation (RSD) values of 2.8% and 5.8% for the parameter τ(d), characterizing the transient output of the amperometric oxygen sensor in time, and τ(s), describing the dependency of the transient response of the BOD biosensor on organic substrate concentration, respectively. BOD biosensor experiments for the evaluation of the biochemical oxygen demand of easily degradable and refractory municipal wastewater showed good concurrence with traditional BOD(7) analysis. 相似文献
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探讨了一种简便的医院污水BOD测定中样品稀释倍数的推算方法。首先测定CODCr值,由CODCr值除以系数8,即获得稀释倍数C=CODCr/8。结果表明,该法仅需配制一个稀释比,省时省力,并具有可靠性好,准确度高,适应性强等优点。适用于各种医院污水中BOD的分析监测。 相似文献