Impact of Arch Dam Cracking on Monitoring Data
Source abstract
Abstract
It is well established that the proper functioning of dams plays an important role in society. Therefore, as a fundamental part of their safety, the identification of anomalies by monitoring their deformations must be given special consideration. The ability to detect cracks based on monitoring device records depends largely on the number of devices included in the dam’s original design, their arrangement, and their accuracy. This paper aims to help determine the appropriate spacing and accuracy of the devices for detecting a given crack. For this purpose, numerical simulations of cracks that match the most likely cracks in arch dams are performed based on a real dam, ensuring that such cracks result in an opening wide enough to be of concern. Afterward, the study analyzes the impact of the length and depth of the crack and the accuracy and position of the monitoring device on the ability of the system to detect the crack.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Dam Engineering and Safety · Landslides and related hazards · Geotechnical Engineering and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Dam Safety Research Group, Department of Civil Engineering, Hydraulics, Energy and Environment, Universidad Politécnica de Madrid, Profesor Aranguren, s/n, 28040 Madrid, Spain
Escuela Técnica Superior de Ingenieros Industriales, Universidad Nacional de Educación a Distancia, Juan del Rosal 12, 28040 Madrid, Spain
Funding
Spanish Ministry of Science and Innovation within the CORCHEA Research Project
References (48)
Show source-provided references
1. Global Sensitivity Analysis of the Static Performance of Concrete Gravity Dam from the Viewpoint of Structural Health Monitoring10.1007/s11831-020-09434-0 ↗
2. (2025, January 20). ASCE Report Card for America’s Infrastructure. Available online: https://ec.europa.eu/newsroom/cipr/redirection/document/79898.
3. ICOLD EUROPEAN CLUB Dam Legislation (2025, January 20). Working Group on Dam Legislation, FINAL REPORT, Available online: https://albcold.gov.al/wp-content/uploads/2021/03/ICOLD_EurClub-Dam_Legislation_Report-2020.pdf.
4. Analysis of Cracking Mechanism of Concrete Galleries in a Super High Arch Dam10.1016/j.engstruct.2021.113227 ↗
5. Geotechnical Characteristics of Bakhtiary Dam Site, SW Iran: The Highest Double-Curvature Dam in the World10.1007/s10064-013-0498-z ↗
6. Novak, P., Moffat, A.I.B., Nalluri, C., and Narayanan, R. (2014). Hydraulic Structures, CRC Press. [4th ed.].
7. Research Advance in Safety Analysis Methods for High Concrete Dam10.1007/s11431-007-6008-4 ↗
8. Jonker, M., and Espandar, R. (2008, January 12–16). Evaluation of Existing Arch Dam Design Criteria in Lieu of ANCOLD Guidelines. Proceedings of the ANCOLD Conference, Gold Coast, Australia.
9. Damage Diagnosis in Concrete Dams with Presented Expansive Damage Based on Medical Propaedeutics10.1061/(ASCE)CF.1943-5509.0001035 ↗
10. Thermal and Structural Analysis of Rcc Double-Curvature Arch Dam10.3846/13923730.2013.801897 ↗
11. Evaluation of Cracking Potential for Concrete Arch Dam Based on Simulation Feedback Analysis10.1007/s11431-010-4274-z ↗
12. Experimental Study on Cracking, Reinforcement, and Overall Stability of the Xiaowan Super-High Arch Dam10.1007/s00603-014-0593-x ↗
13. Effects of Environmental Action on Thermal Stress Analysis of Karaj Concrete Arch Dam
14. Fanelli, M. (1982). Automated Observation for the Safety Control of Dams, International Commission on Large Dams. ICOLD Bulletin.
15. Staiger, R. (2007). Recommended Procedures for Routine Checks of Electro-Optical Distance Meters. Int. Fed. Surv. (FIG), 6.
16. (2018). ICOLD Dam Surveillance Guide, International Commission on Large Dams. Bulletin 158.
17. Chrzanowski, A., Szostak-Chrzanowski, A., and Steeves, R. (2011, January 15). Reliability and Efficiency of Dam Deformation Monitoring Schemes. Proceedings of the CANADIAN DAM ASSOCIATION 2011 Annual Conference, Fredericton, NB, Canada.
18. Sharma, R.P., PerezSaiz, M.A., Pujol, A., Melbinger, R., Lampa, J., Moore, D., Poupart, M., Bonaldi, P., Shibata, I., and Mori, Y. (2000). Automated Dam Monitoring Systems: Guidelines and Case Histories, ICOLD.
19. Alba, M., Fregonese, L., Prandi, F., Scaioni, M., and Valgoi, P. (2006, January 25–27). Structural Monitoring of a Large Dam by Terrestrial Laser Scanning. Proceedings of the ISPRS Commission V Symposium, Dresden, Germany.
20. de Luis, J. (2009). Contraste En La Ejecución de Auscultaciones Geodésicas Por Métodos Clásicos y Con Láser Escáner. [Ph.D. Thesis, University of Cantabria].
21. Comparing Dam Movements Obtained with Terrestrial Laser Scanner (TLS) Data against Direct Pendulums Records
22. Rüeger, J. (2006, January 19–22). Overview of Geodetic Deformations Measurements of Dams. Proceedings of the Australian National Committee on Large Dams Conference (ANCOLD), Sydney, Australia.
23. Schneider, D. (2006, January 22–24). Terrestrial Laser Scanning for Area Based Deformation Analysis of Towers and Water Damns. Proceedings of the 3rd IAG/12th FIG Symposium, Baden, Austria.
24. (2009). SDL1x Operator’s Manual, Sokkia Topcon Co., Ltd.
25. Huggenberger AG (2024, June 11). Coordiscope KK84. Available online: https://www.huggenberger.com/products/pendulum-measuring-system/coordiscope-kk84/.
26. (2025, January 20). Product Catalogue Manufacturing Excellence 2018. Available online: https://www.soilinstruments.com/wp-content/uploads/2018/10/Soil-Instruments-Product-Catalogue-260718-min.pdf.
27. Determination of Vertical Deviations of Guide Rails with Different Surveying Techniques10.3895/rbgeo.v7n4.9661 ↗
28. (2007). TELELOT VDD2V4 Manual, Huggenberger AG.
29. (2017). Geotechnical & Structural Instrumentation Product Catalog, ROCTEST. Available online: https://smartec.ch/wp-content/uploads/2017/01/ROCTEST-CATALOG-EN.pdf.
30. (2015). Leica AT930/AT960 User Manual, Leica Geosystems AG.
31. Braun, J., Dvořáček, F., Štroner, M., and Urban, R. (2014, January 17–26). Testing Electronic Distance Meters on Short Absolute Laboratory Baseline. Proceedings of the International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, Albena, Bulgaria.10.5593/SGEM2014/B22/S9.062 ↗
32. The System of Automatic Laser Plumb-Line for Monitoring a Heavy Dam Wall
33. Structural Diagnosis of a Concrete Dam with Cracking and High Nonrecoverable Displacements10.1061/(ASCE)CF.1943-5509.0000869 ↗
34. Expansions with Different Origins in a Concrete Dam with Bridge over Spillway10.1016/j.conbuildmat.2017.12.161 ↗
35. Effects of an Internal Sulfate Attack and an Alkali-Aggregate Reaction in a Concrete Dam10.1016/j.conbuildmat.2018.01.180 ↗
36. Simulation of Cracking in Large Arch Dam: Part II10.1061/(ASCE)0733-9445(1989)115:7(1616) ↗
37. Chemo-Thermo-Mechanical FEA as a Support Tool for Damage Diagnostic of a Cracked Concrete Arch Dam: A Case Study10.3390/eng4020074 ↗
38. Numerical Simulation of Collapse Scenarios in Reduced Scale Tests of Arch Dams10.1016/j.engstruct.2006.01.012 ↗
39. Stability Analysis of the Temperature Cracks in Xiaowan Arch Dam10.1007/s11431-010-4280-1 ↗
40. Arch-Dam Crack Deformation Monitoring Hybrid Model Based on XFEM10.1007/s11431-011-4550-6 ↗
41. Study on Crack Formation and Propagation in the Galleries of the Dagangshan High Arch Dam in Southwest China Based on Microseismic Monitoring and Numerical Simulation10.1016/j.ijrmms.2018.11.016 ↗
42. Effect of the Impounding Process on the Overall Stability of a High Arch Dam: A Case Study of the Xiluodu Dam, China10.1007/s12517-015-1868-6 ↗
43. Non-Linear Seismic Response of Arch Dams with Contraction Joint Opening and Joint Reinforcements10.1002/1096-9845(200010)29:10<1547::AID-EQE979>3.0.CO;2-N ↗
44. Conde, A., Salete, E., and Toledo, M.Á. (2024). Numerical Modeling of Cracked Arch Dams. Effect of Open Joints during the Construction Phase. Infrastructures, 9.10.3390/infrastructures9030048 ↗
45. (2022). Academic Research Mechanical 2022, Ansys Inc.
46. (1951). Concrete Masonry Handbook, Portland Cement Association.
47. Helmuth Wilden, P.E. (1971). PCI Design Handbook, Precast/Prestressed Concrete Institute.
48. Conde, A., Toledo, M.Á., and Salete, E. (2024). Cracks in Arch Dams: An Overview of Documented Instances. Appl. Sci., 14.10.3390/app14177580 ↗