Chapter
Nov 12, 2013

Reliability-Based Dam Erodibility Assessment

Publication: IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices

Abstract

When dam overtopping occurs, the hydraulic power of the impinging water jet might cause rock foundation erosion/scouring, which potentially could lead to significant consequences. As future flood events are expected to be more severe due to climate change, dam erodibility is becoming a significant risk concern. This paper: (1) provides an overview of erodibility analysis, including project examples to illustrate the use of Annandale's Erodibility Index method, Bolleart's Comprehensive Scour Model, and Goodman and Shi's rock block theory; (2) describes a reliability-based approach to address the issues of uncertainties, such as first-order reliability method and importance sampling; and (3) discusses the measurement of rock properties for developing probabilistic models, including a field example of using land-based LiDAR to obtain rock joint statistics.

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Published In

Go to IACGE 2013
IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices
Pages: 796 - 803

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Published online: Nov 12, 2013

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Chin Man Mok [email protected]
Principal Engineer, AMEC Environment and Infrastructure, CA, USA. E-mail: [email protected]
Robert Wright [email protected]
Associate, Engineering Geologist, AMEC E&I, CA, USA. E-mail: [email protected]
James Cooley [email protected]
Survey Project Manager, AMEC E&I, TN, USA. E-mail: [email protected]
Project engineer, AMEC E&I, CA, USA. E-mail: [email protected]
Robert White
Senior Civil Engineer, Pacific Gas & Electric Company, San Francisco, CA, USA

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