Performance was measured by comparing the PM CEMS output with the results of proposed Reference Method 5i developed by EPA during its PM CEMS demonstration test program at Dupont in 1997. During both phases of testing, two PM CEMS were utilized for this test program. These were the Groupe ...
These inherent strengths of studying ADAD cohorts position the DIAN-OBS as a potential model for testing theories regarding the moderating impacts of secondary influences on the trajectories of AD outcomes. Despite similarities in the hierarchical ordering of ADAD and sporadic AD pathologies, DIAN-OBS...
As a cement manufacturing facility utilizing hazardous waste as a fuel, stack testing for numerous emission parameters has become common place. Recently, questions have been raised by the USEPA as to the quality of the organic emission stack testing methods currently utilized for cement kilns that ...
The paper also discusses significant experimental challenges, which include attaching individual nanotubes on a tungsten needle to withstand the applied electric field and obtaining consistent results during repeated testing.T.L. WestoverT.S. Fisher...
First, KERE and ER are compared on both the training and testing phases. We evaluate the models primarily using mean absolute deviation error (MAD), which varies with respect to the expectile level. In addition, we report the mean absolute error (MAE), root-mean-square error (RMSE), and ...
First, KERE and ER are compared on both the training and testing phases. We evaluate the models primarily using mean absolute deviation error (MAD), which varies with respect to the expectile level. In addition, we report the mean absolute error (MAE), root-mean-square error (RMSE), and ...
First, KERE and ER are compared on both the training and testing phases. We evaluate the models primarily using mean absolute deviation error (MAD), which varies with respect to the expectile level. In addition, we report the mean absolute error (MAE), root-mean-square error (RMSE), and ...
As a result, for modified asphalt binders, additional testing using the direct tension test [3] (DTT) was proposed to address the case of binders with a stiffness higher than 300 MPa and with an m-value greater than 0.3. Bouldin et al. [13] presented methods for predicting cracking ...