Monitoring and Analyzing Uplift Pressure within the Dam Foundation of Wanmipo Hydropower Station
- DOI
- 10.2991/978-94-6463-336-8_68How to use a DOI?
- Keywords
- Dam safety; concrete gravity dam; uplift pressure of dam foundation; statistical model; monitoring data
- Abstract
Uplift pressure within the dam foundation is crucial for maintaining the stability of gravity dams and serves as a pivotal metric in evaluating dam safety. This study evaluates the uplift pressure characteristics of the Wanmipo Hydropower Station's dam, drawing upon years of accumulated monitoring data. Using process curve analysis, spatial distribution, and statistical modeling, we conducted an in-depth analysis of the uplift pressure data from both qualitative and quantitative perspectives. We also evaluated the efficacy of the dam's grout curtain in decreasing seepage. Our findings reveal that the temporal and spatial variations of uplift pressure are within expected norms, the grout curtain effectively mitigates upstream water levels, and seepage within the dam foundation has reduced after years of operation.
- Copyright
- © 2023 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Wenfeng Ma AU - Zhaoyang Li AU - Hui Shen AU - Qi Ling AU - Xiaolong Lv PY - 2023 DA - 2023/12/30 TI - Monitoring and Analyzing Uplift Pressure within the Dam Foundation of Wanmipo Hydropower Station BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 584 EP - 592 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_68 DO - 10.2991/978-94-6463-336-8_68 ID - Ma2023 ER -