Data and Method Optimization of the Acid Catalyst Concentration for Synthesis of Anti‐Cancer Agent Gamavuton‐0 by Using Mathematical and Statistical Software
3. Result and Discussion
3.1. Area monitoring using small UAV Mapping using a small UAV for Siak bridge Figure and Siak bridge Figure were used to produce a D result of the study area, using an overlapping technique to get the pictures of the study area, rendering software was used. The result from a D model of small UAV shows the land area of the bridge sites for Siak , Siak and residential area. The result showed no significant changes to the land especially for the land subsidence and land deformation. This analysis also supported by ALOS PALSAR differential interferometry analysis data in Pekanbaru city. Figure 3. Location of Siak Bridges taken by Small UAV for Siak Bridge I. 3.2. Differential Interferometry Synthetic Aperture Radar DInSAR analysis Land deformation mapping on the site of Siak , Siak bridges shows the number that impacted in Pekanbaru city and around Siak bridges based on data analysis of ALOS PALSAR on May and April . ALOS PALSAR Data Processing for these 4 scenes produces a differential interferogram Figure which was used further for processing to obtain the number of land deformation in this study area. Figure 4. Location of Siak Bridges taken by Small UAV for Siak Bridge II. Figure 5. Location of Siak Bridges taken by Small UAV for Siak Bridge II. Based on DnSAR analysis, Pekanbaru city has the lowest deformation value of ‐ . mm in several southern and western area. For the highest deformation value is , . mm in the eastern part of Pekanbaru city Figure . DnSAR analysis was used types scale which are . , . , . and . . DnSAR analysis also shows there was no land subsidence in Pekanbaru city in the range of ‐ . This analysis also shows the topography information of Pekanbaru city which are the east area has the higher topography than south and west areas. Differential interferometry analysis on the Siak bridge and Siak bridge Figure show the deformation in these areas are positive. Siak bridge has 8 cm deformation value. For Siak bridge has 8 cm deformation value and this site is the lowest value compare to another site of Siak bridges. DnSAR analysis for Siak bridge and Siak bridge did not detect any significant negative land deformation. This result gives mean, for the site of all Siak bridges was not impacted the bridge to fail. 4 7 Figure 6. Differential Interferometry Image for Pekanbaru city. Figure 7. Differential Interferometry Image for Pekanbaru city. 3.3. Field observation for bridge deflection Field observation show for the Siak Bridge and , there is no negative subsidence. For the land as the site of Siak Bridges stand; it still stable without no subsidence occurs detected.4. Recommendation and Future Work
Periodical mapping using UAV needs to do in the future for at least months to get the change of land‐site by the time. The bridges need periodical maintenance,Parts
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