. Environ. Pollut. , 59 ( 2/3/4 ), 116 – 141 .
TS EN ISO/IEC ( 2017 ): General requirements for the competence of testing and calibration laboratories . International Standardization Organization / International
Authors:E.E. Sage, Y.X. Chang, R. Wickneswari, and M.M. Mackeen
derivatisation. 1.4 Preparation and validation of GABA standard calibration curve A triplicate of GABA standard solution (2 mg ml -1 ) was derivatised using a previously reported method ( Khuhawar & Rajper, 2003 ). Then, aliquots of the reaction mixture (1 ml
Authors:V. Parrag, Z. Gillay, Z. Kovács, A. Zitek, K. Böhm, B. Hinterstoisser, R. Krska, M. Sulyok, J. Felföldi, F. Firtha, and L. Baranyai
-point calibration was carried out using a diffuse reflectance standard containing rare earth elements (Sphereoptics). Hyperspectral images were segmented, and noise reduction was carried out using MATLAB (2016 . The MathWorks, Inc. Natick, Massachusetts, USA
Authors:Alina-Maria Nariţa, Vlad Gurza, Răzvan Opriţa, Alexandra Keller, Iasmina Apostol, Marius Moşoarcă, and Cătălina Bocan
. , Mazzolani , F.
Numerical calibration of an easy method for seismic behavior assessment on large scale of masonry building aggregates , Journal of Advances in Engineering Software , Vol. 80 , 2015 , pp. 116 – 138
Authors:A. Kumar, J.P.S. Gill, J.S. Bedi, and P.K. Chhuneja
erythromycin at three fortification levels and performance parameters were evaluated using matrix matched calibrations. Linearity was assessed through six-point calibration curves with three replicates. Limit of detection (LOD) and limit of quantification (LOQ
Authors:Jakub Mydla, Andrej Šoltész, and Martin Orfánus
Horovce and Hraň during the flood in year 2010 1D simulation model was established, imported into geometry of the HEC-RAS program and afterwards calibrated for both flood situations. Illustration of the calibration is presented in Fig. 9 . Fig. 9
Authors:Marek Šutúš, Jaroslav Hrudka, Gergély Rózsa, Ivona Škultétyová, and Štefan Stanko
necessary to obtain calibration parameters entering the calculations. These parameters could be obtained by field measurement in water relief. During the simulation, the model state of extreme operation with inflow velocity v = 2.0 m.s −1 was considered