用TOC值估算炼油废水BOD5的稀释倍数

根据ＴＯＣ与ＢＯＤ５之间的相关关系，来估算ＢＯＤ５稀释倍数，应用于炼油废水ＢＯＤ５的测定计算模型简单，操作快捷，准确。     

BOD5样品分析中稀释倍数的确定

首衔正确估计出样品ＢＯＤ５浓度范围，并测定稀释水的溶解氧，然后根据稀释倍数公式计算三个适当的稀释倍数，本方法省时，可靠，适用性强，能够确保ＢＯＤ５样品分析一次成功。在ＢＯＤ５样品中分析中具有广泛的应用价值。     

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。     

五日生化需氧量测定技术的探讨

王日生化需氧量（ＢＯＤ５）是一种间接表示水体中有机物质含量的重要指标。对污染较严重的水体,需对水样稀释后才能准确测定。因此,稀释水、接种液、接种稀释水和稀释度,就成为测定ＢＯＤ５成败的重要一环。对此需要从实际工作中反复探索才能掌握ＢＯＤ５的测定技术。     

废水的BOD_5测定中根据BOD_5／COD_（cr）值确定稀释比的一种方法

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。     

BOD_5测试结果的简便计算

ＢＯＤ_５测试结果的简便计算韩子兴（中国石化镇海炼化公司环保处，宁波３１５２０７）本文将稀释倍数引入计算式，经数学变换得出简便的计算通式：ＢＯＤＳ一〔凸Ｄ一（１—１／Ｃ）凸Ｂ）ＸＣ一ＣＸＡＮ一（Ｃ—１）Ｘ凸Ｂ式中，Ｃ为稀释倍数（Ｃ。试验水样总体积／样...     

近年来国内稀释法测定BOD5研究进展

论述了近年来国内在稀释测定生化需氧量（ＢＯＤ５）中有关稀释倍数的研究成果；分析评价了一些确定稀释倍数的数理公式；总结了稀释法测定ＢＯＤ５的基本要求。     

BOD5稀释倍数的探讨

对稀释法测定生化需氧量（ＢＯＤ５）稀释倍数探讨如下。１已知ＣＯＤ值对于初次测定成分复杂的工业废水,若已知ＣＯＤ（Ｃ）值,其α（ＢＯＤ５／ＣＯＤ）一般在０２～０８之间,则ＢＯＤ５＝（０２～０８）ＣＯＤ根据《水和废水监测分析方法（第３版）》,ＢＯ...     

医院污水中BOD测定稀释倍数的探讨

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。     

工业废水BOD5与CODCr相关关系的探讨

工业废水ＢＯＤ_５与ＣＯＤ_（Ｃｒ）相关关系的探讨刘会君（朝阳市环境监测站１２２０００）生化需氧量ＢＯＤ５作为水质监测和水质污染评价的一项重要指标已被广泛应用于环境科学领域中。ＢＯＤ５测定目前还普遍采用经典的接种稀释法．即在２０℃下培养５ｄ，然后测定耗...     

模糊-主成分分析综合评价法在地下水水质评价中的应用

主成分分析法可以在保留数据原始信息的基础上有效地降低数据维度，从而将影响地下水质的多因子简化为几个综合因子，但对地下水的综合水质状况无法直接表达；模糊综合评价法能直接给出水体综合水质情况结论，但评价因子多为人为选取，存在较强的主观性。以辽宁思山岭矿区地下水水质现状评价为例，利用主成分分析法选取影响各断面水质的关键因子，将其作为模糊综合评价的评价因子，建立了模糊?主成分分析综合评价法的地下水水质耦合评价模型。研究结果表明，该模型能很好地体现分析因子对评价结果带来的影响，使得评价结果更科学、合理。     

多波长K系数方程法同时测定水样中的Cu~(2+)、Co~(2+)、Cd~(2+)

多波长Ｋ系数方程法同时测定水样中Ｃｕ２＋、Ｃｏ２＋、Ｃｄ２＋,即选定三个测定波长,分别将三组分在两个波长处的吸光度转换为另一波长处的吸光度,即可列出一个多元一次方程组,进而解出此波长处各组分的吸光度,求得各组分的含量。对水样中的Ｃｕ２＋、Ｃｏ２＋、Ｃｄ２＋三组分同时测定,结果令人满意。     

不同水质评价方法在丹江口流域水质评价中应用比较

采用合理的水质评价方法,准确地描述河流水质状况,才能为水质管理提供治理方案。以丹江口水源地为例,选用单因子指数评价方法、综合污染指数评价方法、模糊综合评判法、主成分分析法、水污染指数法对丹江口水源地7个河流断面进行水质评价并对比评价效果。结果表明,水污染指数法操作简便、评价结果直观明了,具有广泛的应用范围。     

南京市小型餐饮娱乐服务业废水排放系数计算

运用数理统计学的分层抽样法对南京市2001年-2003年小型餐饮娱乐服务业废水中具有相关性的主要污染因子的排放浓度进行了统计,并计算出排放系数,提出用计算的废水排放系数征收小型餐饮娱乐服务业的排污费,实例表明,在该行业运用这一方法征收排污费是可行的。     

Assessment of risk factors in forest road design and construction activities with fuzzy analytic hierarchy process approach in Turkey

Forest road design and construction are time-consuming and complicated because various risk factors can be encountered during the process. The aim of this study is to comprehensively assess the risk factors in forest road design and construction using the fuzzy analytic hierarchy process (AHP) method in Turkey, thus contributing to the proper performance of these activities. Within the scope of the study, six main risk factors and 22 sub-risk factors were identified based on literature review. In order to determine the weights of the relevant risk factors, the opinions of three different groups [(group 1: academicians), (group 2: forest engineers (private sector employees + public sector employees)), (group 3: group 1 + group 2)] about the risk factors were obtained. Relevant risk factor weights were determined using the fuzzy AHP method. According to group 3, the most important main risk factors are technical risks and environmental risks. In addition, the most important sub-risk factors for each relevant main risk factor were incorrect road alignment, inadequate work safety in the field, insufficient capital, legal problems on the road alignment, landslide risk during road construction, and illegal logging. Differences were observed between groups 1 and 2 in the weight rankings of relevant risk factor. The results demonstrate that the fuzzy AHP method can be used effectively to assess the risks of forest road design and construction.     

液-液小体积萃取GC-MS方法快速测定地表水中的氯苯类化合物

建立了一种液-液小体积萃取GC-MS快速测定地表水中氯苯类化合物的分析方法。该方法具有操作简单快速、适用性广和试剂用量很少等特点。当萃取试剂用量为2ml时(约为一般常规液-液萃取用量的数十分之一),萃取富集效率可达300~500倍,回收率为93%~98%,相对标准偏差为4%~8%,检出限为0.1~0.3μg/L。     

流动注射法测定水中总碳酸盐

将流动注射应用于水中总碳酸盐的分析,并研究了各种实验条件对于结果的影响。实验证明,这种方法基本不存在干扰,在采样量为0.05ml时,检出限(3σ)为80mg/L;峰高的检测范围100~1000mg/L;峰宽的检测范围1000~5000mg/L,能够很好地应用于火力发电厂中生水、锅炉水的总碳酸盐测定。     

地表水超痕量苯并(a)芘的检测及空白干扰消除

采用液液萃取-超高效液相色谱仪接荧光检测器测定地表水中超痕量的苯并(a)芘,并对方法空白的干扰因素进行探讨。研究发现,该法的空白干扰主要来自于溶剂二氯甲烷,溶剂经蒸馏提纯后可消除干扰。以重新蒸馏提纯的二氯甲烷为提取剂,方法的检测限为0.05 ng/L,加标回收率为87.4%~132%,且空白测定值低于方法检出限,可满足地表水中超痕量苯并(a)芘检测的需求。     

Capability Maturity Model (CMM) method for assessing the performance of low-carbon city practice

Carbon emissions are considered as major factor affecting sustainable urban development. Cities have been promoting low carbon city (LCC) strategies to reduce carbon emissions and various methods have been introduced to assess the performance of LCC strategies. However, most of the existing assessment methods focus on overall LCC performance at city level, but the effects of individual dimensions like industrial structure and energy efficiency are ignored. The research question in this study therefore is whether an alternative method can be established to measure both the overall and dimensional LCC performance. This paper introduces a method for assessing LCC performance by using Capability Maturity Model (CMM), which is called LCC-CMM. The proposed method of LCC-CMM can help identify LCC maturity grade through assessing the performance of individual LCC dimensions which contributes to overall performance. There are four procedures in applying LCC-CMM, including to identify the Key Process Areas (KPAs) in the context of LCC, denoted as LCC-KPAs, to define the indicators for measuring the performance of LCC-KPAs, to calculate the performance score for each LCC-KPA, and to define criteria for specifying different grades of LCC capability maturity. The proposed method is proven effective through a case demonstration. The method can help policy makers to identify weak areas in LCC practice and introduce tailor-made policy measures to improve the weak areas.     

氨氮实验室空白偏高的影响因素研究

利用排除法对影响氨氮实验室空白测定的各种因素进行了考察。结果表明,固定剂硫酸的添加不会引起空白值偏高。滤纸因含有铵盐会引起空白偏高,但可采取用去离子水浸泡的方法消除。絮凝沉淀过程中应避免将水体pH调至9.0左右。在水体pH=9.0左右时,沉淀物颗粒尺寸最小,过滤时渗入滤后液中,影响吸光度;过滤后的滤液pH会降低,导致滤液中重新析出沉淀物,也影响吸光度。