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Combined uncertainty estimation for the determination of the dissolved iron amount content in seawater using flow injection with chemiluminescence detection

机译:流动注射-化学发光检测相结合的不确定度估计法测定海水中的溶解铁量

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摘要

This work assesses the components contributing to the combined uncertainty budget associated with the measurement of the Fe amount content by flow injection chemiluminescence (FI‐CL) in <0.2 μm filtered and acidified seawater samples. Amounts of loaded standard solutions and samples were determined gravimetrically by differential weighing. Up to 5% variations in the loaded masses were observed during measurements, in contradiction to the usual assumptions made when operating under constant loading time conditions. Hence signal intensities (V) were normalised to the loaded mass and plots of average normalised intensities (in V kg−1) vs. values of the Fe amount content (in nmol kg−1) added to a “low level” iron seawater matrix were used to produce the calibration graphs. The measurement procedure implemented and the uncertainty estimation process developed were validated from the agreement obtained with consensus values for three SAFe and GEOTRACES reference materials (D2, GS, and GD). Relative expanded uncertainties for peak height and peak area based results were estimated to be around 12% and 10% (coverage factor k = 2), respectively. The most important contributory factors were the uncertainty on the sensitivity coefficient (i.e., calibration slope) and the within‐sequence‐stability (i.e., the signal stability over several hours of operation; here 32 h). For GD, using peak height measurements, these factors contributed respectively 69.7% and 21.6% while the short‐term repeatability accounted for only 7.9%. Therefore, an uncertainty estimation based on the intensity repeatability alone, as is often done in FI‐CL studies, is not a realistic estimation of the overall uncertainty of the procedure.
机译:这项工作评估了在<0.2μm过滤和酸化的海水样品中通过流动注射化学发光(FI-CL)测量铁量含量所带来的不确定性综合预算。通过差重称量法以重量法测定了上样标准溶液和样品的量。在测量过程中,观察到负载质量变化高达5%,这与在恒定负载时间条件下运行时的通常假设相矛盾。因此,将信号强度(V)归一化为负载质量,并绘制平均归一化强度(以V kg -1 为单位)与Fe含量值(以nmol kg -1 < / sup>)添加到“低含量”铁海水基质中以生成校准图。从三种SAFe和GEOTRACES参考材料(D2,GS和GD)的共识值获得的协议中验证了实施的测量程序和开发的不确定性估计过程。基于峰高和峰面积的结果,相对扩展不确定性分别约为12%和10%(覆盖系数k = 2)。最重要的因素是灵敏度系数的不确定性(即校准斜率)和序列内的稳定性(即操作数小时(此处为32小时)的信号稳定性)。对于GD,使用峰高测量,这些因素分别占69.7%和21.6%,而短期重复性仅占7.9%。因此,像FI-CL研究中通常所做的那样,仅基于强度可重复性的不确定性估计并不是对过程总体不确定性的现实估计。

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