Controller modeling is essential for the design. It allows various control techniques to be simulated in advance, and various interpretations can be performed. If this is not the case, we need to reverse engineering in the real system developed by others. In this paper, controller modeling was reversely designed using the frequency test results of the target system. First, the characteristic equation of the target equipment was based on and a block diagram was assumed. Thereafter, controller variables were estimated using the frequency test results for each of the four control loops. In addition, time response simulations were performed using the estimated controller modeling. This method is thought to be of great help to reverse engineering in situations where there is completed equipment but no controller modeling.

A quantitative sequencing (QS) protocol was established for predicting the frequencies of the A298S and G324A mutations in the diamondback moth (Plutella xylostella) type-1 acetylcholinesterase locus, putatively involved with organophosphate and carbamate insecticideresistance. The nucleotide signal ratio at each mutation site was generated from sequencing chromatograms and plotted against the corresponding resistance allele frequency. Frequency prediction equations were generatedfrom the plots by linear regression, and the signal ratios were shown to highly correlated with resistance allele frequencies (r2>0.987). QS analysis of 15 representative regional field populations of DBM in Korea revealed that the allele frequencies of both A298S and G324A were over 70% in most field populations. As judged by inhibition assay, all populations showed resistance to paraoxon, DDVP, carbaryl, and carbofuran. In addition, different DBM strains exhibited differential sensitivities to both OPs and CBs depending on the structure of inhibitor, implying that the resistance of DBM against OPs and CBs is saturated and widespread in Korea.

This study seeks to characterize the dynamic behaviour of each section and to understand the performance of the interface using centrifuge model test and numerical analyses. The model test was verified by the comparison of the test results with those of numerical analyses, and the natural frequency for the composite dam with concrete-rockfill was proposed as like the same centrifuge model test and numerical analyses.