Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote Sensing
Reservoirs are highly relevant infrastructure assets, and now, more than ever, they play an essential role in society’s welfare and national security. Their importance is related to regional socioeconomic development due to their capacity to store water for different uses, such as human consumption,...
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| Format: | Article |
| Language: | English |
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Wiley
2024-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2024/6220245 |
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| author | Fabiola D. Yépez-Rincón Adrián L. Ferriño Fierro Andrea N. Escobedo Tamez Víctor H. Guerra Cobián Olmo E. Pinedo Sandoval Jorge H. Chávez Gómez Luis C. Alatorre Cejudo Saied Pirasteh |
| author_facet | Fabiola D. Yépez-Rincón Adrián L. Ferriño Fierro Andrea N. Escobedo Tamez Víctor H. Guerra Cobián Olmo E. Pinedo Sandoval Jorge H. Chávez Gómez Luis C. Alatorre Cejudo Saied Pirasteh |
| author_sort | Fabiola D. Yépez-Rincón |
| collection | DOAJ |
| description | Reservoirs are highly relevant infrastructure assets, and now, more than ever, they play an essential role in society’s welfare and national security. Their importance is related to regional socioeconomic development due to their capacity to store water for different uses, such as human consumption, agricultural irrigation, flood control, and hydroelectric energy production, among other important services. However, many reservoirs are reaching the end of their period of life, and others are showing undesired displacements and cracking. Four 3D surveys were conducted on a reservoir that serves the Metropolitan Area of Monterrey City in Mexico. These surveys were carried out over a period of 5 years using GNSS observation to assist in understanding the actual dam kinematics, i.e., the behavior of its longitudinal and transversal displacements and the possible correlation with the reservoir level. The high-precision leveling and close-range remote sensing data were assessed and then mapped. The high-precision geodetic and leveling techniques allowed us to locate and measure 84 established permanent control points with errors of about ± 0.003 m. The mapping of displacements was made possible by modeling the positive and negative translations. The highest uplifts (11 mm) occurred at the left riverbank, and the highest subsidences (−5 mm) occurred along the downstream piers from the middle of the dam crest to the right riverbank. A ground laser scanner (GLS) produced 3D digital models with geometrical and radiometric characteristics, detecting displacements among the dam crest elements. The synergy of GNSS and high-leveling techniques allows the possibility to measure displacements, while the use of geographical information system (GIS) and geomatic techniques allows a better visualization through 2D and 3D maps validated using traditional topographical methods. |
| format | Article |
| id | doaj-art-7df2c8070c554b789514eb542bf73539 |
| institution | DOAJ |
| issn | 1687-8094 |
| language | English |
| publishDate | 2024-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-7df2c8070c554b789514eb542bf735392025-08-20T03:06:56ZengWileyAdvances in Civil Engineering1687-80942024-01-01202410.1155/2024/6220245Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote SensingFabiola D. Yépez-Rincón0Adrián L. Ferriño Fierro1Andrea N. Escobedo Tamez2Víctor H. Guerra Cobián3Olmo E. Pinedo Sandoval4Jorge H. Chávez Gómez5Luis C. Alatorre Cejudo6Saied Pirasteh7Faculty of Civil EngineeringFaculty of Civil EngineeringFaculty of Civil EngineeringFaculty of Civil EngineeringFaculty of Civil EngineeringFaculty of Civil EngineeringAv. Constitución 4103 Ote. Col. Fierro508 West Huancheng Road, Yuecheng DistrictReservoirs are highly relevant infrastructure assets, and now, more than ever, they play an essential role in society’s welfare and national security. Their importance is related to regional socioeconomic development due to their capacity to store water for different uses, such as human consumption, agricultural irrigation, flood control, and hydroelectric energy production, among other important services. However, many reservoirs are reaching the end of their period of life, and others are showing undesired displacements and cracking. Four 3D surveys were conducted on a reservoir that serves the Metropolitan Area of Monterrey City in Mexico. These surveys were carried out over a period of 5 years using GNSS observation to assist in understanding the actual dam kinematics, i.e., the behavior of its longitudinal and transversal displacements and the possible correlation with the reservoir level. The high-precision leveling and close-range remote sensing data were assessed and then mapped. The high-precision geodetic and leveling techniques allowed us to locate and measure 84 established permanent control points with errors of about ± 0.003 m. The mapping of displacements was made possible by modeling the positive and negative translations. The highest uplifts (11 mm) occurred at the left riverbank, and the highest subsidences (−5 mm) occurred along the downstream piers from the middle of the dam crest to the right riverbank. A ground laser scanner (GLS) produced 3D digital models with geometrical and radiometric characteristics, detecting displacements among the dam crest elements. The synergy of GNSS and high-leveling techniques allows the possibility to measure displacements, while the use of geographical information system (GIS) and geomatic techniques allows a better visualization through 2D and 3D maps validated using traditional topographical methods.http://dx.doi.org/10.1155/2024/6220245 |
| spellingShingle | Fabiola D. Yépez-Rincón Adrián L. Ferriño Fierro Andrea N. Escobedo Tamez Víctor H. Guerra Cobián Olmo E. Pinedo Sandoval Jorge H. Chávez Gómez Luis C. Alatorre Cejudo Saied Pirasteh Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote Sensing Advances in Civil Engineering |
| title | Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote Sensing |
| title_full | Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote Sensing |
| title_fullStr | Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote Sensing |
| title_full_unstemmed | Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote Sensing |
| title_short | Mapping Longitudinal and Transverse Displacements of a Dam Crest Based on the Synergy of High-Precision Remote Sensing |
| title_sort | mapping longitudinal and transverse displacements of a dam crest based on the synergy of high precision remote sensing |
| url | http://dx.doi.org/10.1155/2024/6220245 |
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