Earth Dam Design. New Safety Criteria

VII Lição Manuel Rocha, 1990

Authors

  • A. J. Mineiro Universidade Nova de Lisboa

DOI:

https://doi.org/10.14195/2184-8394_62_1

Abstract

The traditional approach based on safety factors does not attempt to explicitly quantify all significant risk factors for a dam, nor does it explicitly determine the degree of safety which can be justified for a particular structure considering the potential consequences with respect to life and property of a sudden release of the contents of a reservoir following dam failure. Basic principles of safety are discussed to show the importance of the methods which use the probability of dam failure and its consequences. A probabilistic measure of risk costs is presented for the possible hazard scenarios. The risk involved with each failure scenario allows the selection of risk aversion measures. The concept of "figure of merit" is presented so as to permit the best safety criteria to be used. The safety of dams can be improved by the existence of a reliable warning system, but signals can be missed or false alerts can be issued, and thus obtain insufficient safety. Because the majority of the probability risk criteria and of the "figures of merit" are only recently used and few examples are available in the literature, it was considered that an illustrative example was needed to show the importance of such a safety criterion. The M'Jara dam in Morocco was chosen because of the importance of the works and of the associated risks. The dam was designed with the traditional approach on safety factors, but for seismic events a "fail-safe" technique was used to assess the permanent seismic displacements as a safety criterion. It was expected, before the illustration with the M'Jara dam case, that the seismic scenarios would be the most critical. Unexpectedly the worst loading scenario for the dam is the interna erosion. Important risk aversion measures should be implemented during the present construction of the dam. The practical example is an exercise made for this lecture, beeing the first trial of the author, and no experience is available to check some of the inconsistencies that were detected. The conclusions of this

Downloads

Download data is not yet available.

References

[ 1] ALLEN, D. E. (1981) - Criteria for Design Safety Factors and Quality Assurance Ex­penditure, ICOSSAR, 81, Elsevier Scientific Publishing Company, Amsterdam 1981.

[ 2 ] BIERNATOWSKI, K. (1979) - Design Parameters of Soil in Geotechnical Engineering. Design Parameters in Geotechnical Engineering. BGS, London, vol. 1, 101-104.

[ 2] BORGES, J. F. (1985) - Garantia de Qualidade na Construção. 1.ª Lição Manuel Rocha (1984). Geotecnia. Lisboa (44), pp. 9-53, Julho.

[ 3] BORGES, J. F. and CASTANHETA, M. (1984) - Structural Safety. 3th edition, Labo­ratório Nacional de Engenharia Civil, Lisboa.

[ 4] BOWLES, D. S. and KO, H. Y. Eds. (1984) - Probabilistic Characterization of Soil Properties, American Society of Civil Engineers, 182 pp.

[ 5] BOWLES, D. S. (1987) - A Comparison of Methods for Risk Assessment of Dams. Engineering Reliability and Risk in Water Resources. NATO. ASI. Serie E: Applied Sciences-Nl24. Martinus Nijhoff Publishers. Boston.

[ 6] CHOWDHURY, R. N., TANG, W. H. and SIDI, 1. (1987) - Reliability Model of Progressive Slope Failure. Geotechnique 37, no. 4, 467-481.

[ 7] DUKSTEIN, L. and PLATE, E. J. (1987) - Engineering Reliahility and Risk in Water Resources. NATO. ASI. Serie E: Applied Sciences -N124. Martinus Nijhoff Publishers. Boston.

[ 8] DUSCHA, L. A. (1984) - Dam Safety in the United States: What Has Been Gained? Proc. of the Intemational Conference on Safety of Dams. Vol. 1 C". 1, pp. 259-263. Coimbra. A. A. Balkema.

[ 9 ] HOWLES, J. C., ANDERSON, L. C., BOWLES, D. S. and CONFIELD, R. V. (1980) - A Framework for Risk Analysis of Earth Dams. Report submitted to Water and Power Resources Service (U. S. Bureau of Reclamation), Engineering and Research Center, Denver, Colorado, 87 pp.

HP (HIDROTÉCNICA PORTUGUESA) (1983) - Barrage de M'Jara. Avant-Project Detaillé.

ICOLD (1979) - Deterioration Cases Collected and Their Preliminary Assessment. Committee on Deterioration of Dams and Reservoirs (2 volumes). LNEC. Lisboa.

MINEIRO, A. J. C. (1975) - Dinâmica de Solos Frágeis - Aplicações à Microzonagem Sísmica e ao Dimensionamento de Barragens de Terra. Dissertação de Doutoramento. Instituto Superior Técnico. Universidade de Lisboa. Lisboa.

MINEIRO, A. J. C. (1978) - Seismic Behaviour of Earth Dams. Permanent Displace­ment Prediction. Geotecnia, no. 23. Lisboa.

MINEIRO, A. J. C. (1979a) - Revisão Crítica de Conceitos Básicos em Engenharia Sísmica. Ciclo de Conferências da Ordem dos Engenheiros. Lisboa.

MINEIRO, A. J. C. (1979b) - Méthodologie pour la Prévision du Comportement Séis­mique du Barrage de M'Jara. Treizieme Congres des Grands Barrages. Q. 51. R19.

MINEIRO, A. J. C. (1984a) - Seismic Safety Criteria. Proc. of the Intemational Confer­ence on Safety of Dams. Closure Conference. Vol. 2, pp. 565-574. Coimbra. A. A. Balkema.

MINEIRO, A. J. C. (1984b) - A Crude Trial to Harmonize Reliability Theory with a "Fail-safe" Technique Applied to Seismic Safety of Embankment Dams. Proc. of the Inter­national Conference on Safety of Dams. Vol. 2, pp. 361-364. Coimbra. A. A. Balkema.

MINEIRO, A. J. C. (1990) - Reservoir Natural Slopes. Stability Evaluation. Case His­tories. Lecture no. 20. European School of Climatology and Natural Hazards Course. April.

O'RIORDAN, T. (1979) - Environmental lmpact Analysis and Risk Assessment in a Management Perspective. ln: Emergency Risk Management. Edited by G. T. Goodman and W. D. Rowe. Academic Press. New York. 182 pp.

SALEMBIER, M. (1979) - Tentative D'évaluation Probabilistique du Niveau de Secu­rité des Ouvrages. Design Parameters in Geotechnical Engineering. BGS, London, vol. 1, 249-256.

VANMARCKE, E. H. (1977) - Probabilistic Modeling of Soil Profiles. Journal of the Geotechnical Engineering Division. ASCE, vol. 103, no. GTl 1. Proc. Paper 13364, Nov., 1977, pp. 1227-1246.

VANMARCKE, E. H. (1977) - Reliability of Earth Slopes. Joumal of the Geotechnical Engineering Division. ASCE, vol. 103, no. GTll. Proc. Paper 13365, Nov., 1977, pp. 1247-1265.

VRIJLING, J. K. (1987) - Probabilistic Design of Retaining Structures. Engineering Reliability and Risk in Water Resources. NATO. ASI. E: Applied Sciences -N124. Martinus Nijhoff Publishers. Boston.

VON THUN, J. L. (1984) - Application of Decision Analysis Techniques in Dam Safety.

Proc. of the Intemational Conference on Safety of Dams. Vol. 1, pp. 265-271. Coimbra.

A. A. Balkema.

WHITMAN, R. V. (1973) - Presentation to ASCE Annual and National Environmental Meeting. New York, October 1973.

WHITMAN, R. V. (1984) - Evaluating Calculated Risk in Geotechnical Engineering. 17th Terzaghi Lecture, ASCE, vol. 110, Feb.

Published

1991-06-20

Issue

Section

Articles