CONCLUSION isprsannals II 2 W2 131 2015

the size of the hidden layers number of neurons via trial and error. The final number of neurons adapted by the high accuracy. the optimal set comprised 37 nodes. Finally, the established network for the landfill site was tested through a confusion matrix and receiver operating characteristic ROC curves. The accuracy of the analysis was established by comparing the output response and the actual response in the validation sets and training sets. A confusion matrix was computed to define the accuracy of the classification outcome. The overall accuracy was computed through an aggregate number of samples that we re classified properly and divided according to the overall number of samples Figure 6. The properly classified samples could be identified in the vertical and diagonal directions of the confusion matrix. The network outputs were extremely accurate, as indicated by the high number of appropriate reactions in the green squares and the low number of off-base reactions in the red squares. The blue squares in the lower right show the general accuracy. The ANN results showed overall accuracies of 93.3 for the training data set and 92.2 for the testing data set. The ROC curve is another metric to determine evaluation accuracy via the area under receiver operating characteristic AUC or AUROC curve García- Rodríguez and Malpica, 2010, Conforti et al., 2014. Figure 7. Combination of ROC curves for validation of training and testing data sets The AUC metric of discrimination indicates the capability of the ANN to categorize the samples properly and determine whether a site is suitable for landfill use. To determine the fit decision threshold, we illustrated via the ROC curve the performance of the ANN classifier, which defines model accuracy. This threshold metric of segregation between both classes takes values between 0.5 no separation and 1 perfect separation. Hence, the upper left corner in the ROC figure depicts the perfect curve, which indicates the superior accuracy of the metric test and equivalent AUC 1; the area at the 0.5 point denotes inaccuracy. The following scales were employed to determine classifier accuracy: excellent = 0.9–1, good = 0.8–0.9, fair = 0.7–0.8, poor = 0.6–0.7, and fail 0.5–0.6 Mehdi et al., 2011. Figure 7 shows that the resulting AUC of the ANN for the training data set is 0.979 while that for the testing data set is 0.975. These values reflect the high classification capability of ANNs. 4.5. Stage 4 evaluation and spatial visualization Immediately after the training and testing of the ANN model, the model evaluated each sample unit of the entire data set to generate the map of landfill suitability. Thus, the entire input data on Perak were clipped via the Mask tool study area border and converted into TIFF in ArcGIS with a unified cell size of 30 m and an identical degree number of columns and rows. Thereafter, the entire TIFF image was imported in MATLAB as matrices. Given the vector requirement of MATLAB for ANNs. Figure 8. Landfill suitability map The entire input data set was normalized, and given the enormous amount of data for evaluation 42,996,291, the data set was divided to six sections, with each section having 15,000,000 pieces of data. Entire sections of the data sets were fed into the ANN model and evaluated. The resulting suitability value was represented via an index range between 0 and 1 and then saved as a vector with six sections. The sections were combined in one vector column and then reshaped into a matrix to establish the suitability map. The matrix was saved as an ASCII file with consideration of the number of rows, columns, coordinate systems, and cell size. The file was then converted to a GIS raster data file for spatial visualization. The results are shown in a suitability map in Figure 8. The stability index of Perak for landfill sites was divided into 10 groups with varying levels of suitability best suitability = 1, less suitability = 0.

5. CONCLUSION

The goal of this paper improve the past GSS through present a new efficient framework via ANNs for GSS issues using GIS tools. The efficient framework particularly present for: first, to be quantitative, overcome human interference issues and the limitations of previous frameworks, as well as to enhance the accuracy and validation. Second, to reduce the financial cost of previous models. A new framework were develop to producing suitability maps in the regional scale using ANN. multilayer feed- forward neural network architecture with a Backpropagation learning algorithm were employing. A list of 32 factors utilized as input data set, which was integrate in GIS. Several Geo-processing and manipulation tasks were perform to prepare the final data set for ANN modeling. ANNs are advantageous because of their excellent data manipulation techniques, high tolerance to faults and failures as well as imprecise and fuzzy information, non- This contribution has been peer-reviewed. The double-blind peer-review was conducted on the basis of the full paper. doi:10.5194isprsannals-II-2-W2-131-2015 136 linearity, high parallelism, generalization, robustness, tolerance to noise information, and their capability of dealing with data sets quantitatively and efficiently. However, ANNs are a black box technique, particularly because of the limited understanding on how ANNs learn specific issues and implement rules different circumstances. The developed network was validate via a confusion matrix and ROC curves. Specifically, the existing target data and the evaluation target in the training data set and testing data set were compare. The results of the confusion matrix test showed overall accuracies of 93.3 for the training data set and 92.2 for the testing data set. The ROC curves showed an accuracy of 0.979 for the training data set, and the AUC for the testing data set was 0.975. The completion of the final landfill suitability map indicated that the ANN technique is successful in identifying new and suitable landfill sites. Finally, the results showed excellent reliability, particularly in terms of the use of the ANN technique to produce landfill suitability maps. The result of new framework revealed the applicability and efficiency of ANN modeling for GSS, especially its high modeling accuracy and capability of eliminating human interference with minimal cost. ACKNOWLEDGMENT The authors graciously acknowledge the funding support from the University Sains Malaysia USM through the USM Fellowship and University Sains Malaysia RU Grant 814219. In addition, the authors graciously acknowledge the Ministry of Higher Education for their funding allocation under FRGS grant 6071258. The authors also acknowledged the Solid Waste Management Cluster under Iconic Grant Scheme No. 1001CKT870023, Engineering Campus, Universiti Sains Malaysia. REFERENCES Ahamad, M., et al. 2011. Selection of Sustainable Incineration Site for Penang Island Using GIS Boolean and Fuzzy MCE Approach The Malaysian Surveyor, 46, 38-44. Allenmark, F., et al. 2015. Repetition priming results in sensitivity attenuation. Brain Research. Conforti, M., et al. 2014. Evaluation of prediction capability of the artificial neural networks for mapping landslide susceptibility in the Turbolo River catchment northern Calabria, Italy. CATENA, 113, 236-250. Demesouka, O. E., et al. 2013. Suitability analysis for siting MSW landfills and its multicriteria spatial decision support system: method, implementation and case study. Waste Manag,

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