A Diagnostic for Internal Erosion in Earth Dams Using Piezometric Indicators

Authors

  • Wipada Thepchantra Civil Engineering Program, Faculty of Engineering and Architecture, Rajamangala University of Technology Suvarnabhumi, Nonthaburi Province
  • Warakorn Mairiang Department of Civil Engineering, Faculty of Engineering, Kasetsart University, Kamphaeng Saen Campus
  • Banphot Kulsuwan Department of Civil Engineering, Faculty of Engineering, Kasetsart University, Kamphaeng Saen Campus

Keywords:

Time lag, Pore pressure ratio, Piezometer, Internal erosion

Abstract

This study aims to assess seepage behavior and internal erosion in an earth dam using Time Lag (TL) and Pressure Ratio (PR) as diagnostic indicators. Piezometric head data from 2003 to 2024 were installed in the residual soil layer of the case study dam. The TL values showed a decreasing trend over time, notably at OSP 10, where TL dropped from 50 to 20 and then to less than 1 day in 2003, 2013, and 2024, respectively, indicating progressive crack opening and continuous seepage paths. PR values suggested internal erosion levels ranging from Very Likely to Likely (PR = 1.0–0.8, 0.8–0.6), with reduced risk beyond +80 m from the dam axis, reflecting downstream progression of erosion. The combined use of TL and PR effectively captures internal erosion behavior in both temporal and locations. The approach provides a reliable basis for early warning, maintenance planning, risk management, and long-term dam safety assurance.

Published

2025-06-25

How to Cite

[1]
W. Thepchantra, W. Mairiang, and B. Kulsuwan, “A Diagnostic for Internal Erosion in Earth Dams Using Piezometric Indicators”, Thai NCCE Conf 30, vol. 30, p. GTE-04, Jun. 2025.

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