[1] Andrews, D. P., Coleman, S. E., Webby, M. G. and Melville, B. W. Noncohesive embankment failure due to overtopping flow. Proc. of 28

(1)

122

Bibliografia

[1] Andrews, D. P., Coleman, S. E., Webby, M. G. and Melville, B. W. Noncohesive embankment failure due to overtopping flow. Proc. of 28

^th

Congress of the International Association for Hydraulic Research, Graz (Austria), 22-27 August 1999.

[2] Bowles, D. S., Anderson, L. R , Glover, T. F. and Chauhan, S. S. Dam Safety decision-making: combining engineering assessment with risk information. Utah Water Research Laboratory, Utah State University, 2003 Publication.

[3] Brivois, O., Bonelli, S. and Borghi, R. Modélisation de l’érosion d’une digue par surverse. 16ème Congrès Français de Mécanique, 1-5 Septembre 2003, Nice.

[4] Broich K. Mathematical modelling of dam-break erosion caused by overtopping.

CADAM Proceedings, Munich Meeting, 8-9 October 1998.

[5] Broich K. An Overview of Breach Modelling. CADAM Proceedings, Zaragoza Meeting, 18-19 November 1999.

[6] Broich, K. Determination of initial conditions for dam erosion due to overtopping and possible integration into a probabilistic design concept. Proc. of 2

^nd

IMPACT Workshop, Wallingford, UK, 16-17 May 2002.

[7] Broich, K. Sediment transport in breach formation process. 3

^rd

IMPACT Workshop, 5-7 November 2003, UCL, Louvain-la-Neuve, Belgium.

[8] Broich, K. Breach analysis using the parameter model DEICH_P. 4

^th

IMPACT Workshop, 3-5 November 2004, Zaragoza, Spain.

[9] Broich, K. Description of the parameter model DEICH_P. 4

^th

IMPACT Workshop, 3-5 November 2004, Zaragoza, Spain.

[10] CADAM, Concerted Action on Dambreak Modelling. Final Report (February 1998 - January 2000).

[11] Chauhan, S.S., Bowles, D.S. and Anderson, L.R. Do current breach parameter estimation techniques provide reasonable estimates for use in breach modelling? Dam Safety 2004, ASDSO 2004 Annual Conference, Phoenix, Arizona, September.

[12] Coleman, S. E., Andrews, D. P. and Webby, M. G. Overtopping Breaching of Noncohesive Homogeneous Embankments. Journal of Hydraulic Engineering, Volume 128, Issue 9, pp. 829-838, September 2002.

[13] Franca, M. J., Almeida, A. B. Experimental Tests on Rockfill Dam Breaching Process.

International Symposium on Hydraulic and Hydrological Aspects of Reliability and

Safety Assessment of Hydraulic Structures, St. Petersburg, May 29-June 2 2002.

(2)

123 [14] Fread, D. L. and Harbaugh, T. E. Transient Hydraulic Simulation of Breached Earth

Dams. Journal of the hydraulics division, proceedings of the American society of Civil Engineers. p.139-154, 1973.

[15] Fread, D.L. Breach: an erosion model for earthen dam failures. National Weather Service, National Oceanic and Atmospheric Administration, Silver Springs, Maryland, 1988 (Revision 1, August 1991)

[16] Fread, D.L. The NWS DAMBRK Model: Theoretical Background/User Documentation. HRL-256, Hydrologic Research Laboratory, National Weather Service, Silver Spring, MD, 1988.

[17] Fread, D.L., and Lewis J.M. The NWS FLDWAV Model: Theoretical Description and User Documentation. Hydrologic Research Laboratory, National Weather Service, Silver Spring, MD, 1998.

[18] Froehlich, D.C. 1995a. Peak Outflow from a Breached Embankment Dam. Journal of Water Resources Planning and Management, vol. 121, no. 1, p. 90-97, 1995.

[19] Froehlich, D. C., 1995b

.

Embankment Dam Breach Parameters Revisited. Proceedings of the 1995 ASCE Conference on Water Resources Engineering, San Antonio (Texas), August 14-18, 1995, p. 887-891.

[20] Iervolino, M., Oliveri, E. e Greco, M. Modelli di trasporto solido nella simulazione della rimozione di un rilevato in materiali sciolti. XXIX Convegno di Idraulica e Costruzioni Idrauliche, Trento 7-10 Settembre 2004.

[21] Indiana Dam Safety Inspection Manual. Department of Natural Resources Division of Water Indianapolis, Indiana, 2003 Edition.

[22] Lecointe, L. Breaching Mechanism of Embankments, an overview of previous studies and the models produced. CADAM Proceedings, Munich Meeting, 8-9 October 1998.

[23] Lecointe, G. D. Breaching Mechanics of Embankments. MSc. Report, The University of Birmingham, 1998.

[24] Leopardi, A., Oliveri, E. e Greco M. Numerical simulation of gradual earth dam failure. New Trends in Water and Environmental Engineering for Safety and Life:

Eco-compatible Solutions for Aquatic Environments (2nd International Conference), June 24-28- 2002, Capri (Italy).

[25] Loukola,E. and Huokuna, M. A Numerical Erosion Model for Embankment Dams Failure and Its Use For Risk Assessment. CADAM Proceedings, Munich Meeting, 8-9 October 1998.

[26] Macchione, F., Rino, A. Prediction capabilities of a simplified dam-breach model.

CADAM Proceedings, Milan Meeting, 6-7 May 1999.

[27] Macdonald, T. C. and Langridge-Monopolis J. Breaching Characteristics of Dam

Failures. Journal of Hydraulic Engineering, vol. 110, no. 5, p. 567-586, 1984.

(3)

124 [28] Marche, C. Barrages, crue de rupture et protection civile. Presses Internationales

Polytechnique, Québec (Canada), 2004.

[29] Mohamed, M. A. A., Samuels, P. G., Ghataora, G. S. and Morris, M. W. A New Methodology to Model the Breaching of Non-Cohesive Homogeneous Embankments.

CADAM Proceedings, Zaragoza Meeting, 18-19 November 1999.

[30] Mohamed, M. A. A., Samuels, P. G., Morris, M. W. and Ghataora, G. S. Modelling Breach Formation through Embankments. RESCDAM - Development of rescue actions based on dam-break flood analysis. International seminar and workshop, Seinäjoki, October 2-5, 2000.

[31] Mohamed, M. A. A., Samuels, P. G. and Morris, M. W. Improving the Accuracy of Prediction of Breach Formation through Embankment Dams and Flood Embankments. River Flow conference – international conference on fluvial hydraulics, Louvain La Neuve, 4-6 September 2002.

[32] Morris, M.W., Hassan, M. Breach Formation through Embankment Dams & Flood Defence Embankments: A State of the Art Review. 1

^st

IMPACT Workshop, HR Wallingford, 16 - 17 May 2002.

[33] Morris, M.W., Hassan, M. and Waskinn, K.A. Conclusions and Recommendations from the IMPACT Project WP2:Breach Formation. WP2 Publications - Technical Reports, 2004.

[34] Paquier, A. Rupro, breach model used by Cemagref during Impact project. 1

^st

IMPACT Workshop, HR Wallingford, 16 - 17 May 2002.

[35] Singh, K. P., and Snorrason, A. Sensitivity of Outflow Peaks and Flood Stages to the Selection of Dam Breach Parameters and Simulation Models. Journal of Hydrology, vol. 68, p. 295-310, 1984.

[36] Singh, V.P., Dam breach modelling technology. Water Science and Technology Library, Kleiwer Academic Publishers, 1996.

[37] Slunga, E. Concept and Bases of Risk Analysis for Dams, with an example application on Kyrkösjärvi dam. RESCDAM-project, January 2001.

[38] Varlet, H. Barrages – Rérervoirs, Tome III : Barrages en terre et en enrochements.

Usines Hydrauliques, Editions Eyrolles, 1966.

[39] Wahl, T. L. Prediction of Embankment Dam Breach Parameters: Literature Review and Needs Assessment. USBR, Water Resources Research Laboratory, Denver, CO, 1996.

[40] Wahl, T. L., 1998. Prediction of Embankment dam Breach Parameters – A Literature

Review and Needs Assessment. U.S. Bureau of Reclamation Dam Safety Report DSO-

98-004.

(4)

125 [41] Wahl, T. L., Uncertainty of prediction of embankment dam breach parameters.

Journal of Hydraulic Engineering, Volume 130, Issue 5, pp. 389-397,May 2004.

[42] U.Maione, A. Brath e P. Mignosa, Sistemazione dei corsi d’acqua. Metodi avanzati nella progettazione di interventi di ingegneria naturalistica. Atti del corso di aggiornamento 4-8 ottobre 1999, Politecnico di milano, Edizioni Bios

[43] A.Peruginelli, Idraulica. SEU, Pisa, 2000.

Riviste

x « Le cahiers di Met » Collection Technique. Quand les barrages prennent...l’Eau d’Heure. Ministère wallon de l’équipement et des transports, Juin 1997.

[1] Andrews, D. P., Coleman, S. E., Webby, M. G. and Melville, B. W. Noncohesive embankment failure due to overtopping flow. Proc. of 28

122

Bibliografia

[1] Andrews, D. P., Coleman, S. E., Webby, M. G. and Melville, B. W. Noncohesive embankment failure due to overtopping flow. Proc. of 28

Congress of the International Association for Hydraulic Research, Graz (Austria), 22-27 August 1999.

[2] Bowles, D. S., Anderson, L. R , Glover, T. F. and Chauhan, S. S. Dam Safety decision-making: combining engineering assessment with risk information. Utah Water Research Laboratory, Utah State University, 2003 Publication.

[3] Brivois, O., Bonelli, S. and Borghi, R. Modélisation de l’érosion d’une digue par surverse. 16ème Congrès Français de Mécanique, 1-5 Septembre 2003, Nice.

[4] Broich K. Mathematical modelling of dam-break erosion caused by overtopping.

CADAM Proceedings, Munich Meeting, 8-9 October 1998.

[5] Broich K. An Overview of Breach Modelling. CADAM Proceedings, Zaragoza Meeting, 18-19 November 1999.

[6] Broich, K. Determination of initial conditions for dam erosion due to overtopping and possible integration into a probabilistic design concept. Proc. of 2

IMPACT Workshop, Wallingford, UK, 16-17 May 2002.

[7] Broich, K. Sediment transport in breach formation process. 3

IMPACT Workshop, 5-7 November 2003, UCL, Louvain-la-Neuve, Belgium.

[8] Broich, K. Breach analysis using the parameter model DEICH_P. 4

IMPACT Workshop, 3-5 November 2004, Zaragoza, Spain.

[9] Broich, K. Description of the parameter model DEICH_P. 4

IMPACT Workshop, 3-5 November 2004, Zaragoza, Spain.

[10] CADAM, Concerted Action on Dambreak Modelling. Final Report (February 1998 - January 2000).

[11] Chauhan, S.S., Bowles, D.S. and Anderson, L.R. Do current breach parameter estimation techniques provide reasonable estimates for use in breach modelling? Dam Safety 2004, ASDSO 2004 Annual Conference, Phoenix, Arizona, September.

[12] Coleman, S. E., Andrews, D. P. and Webby, M. G. Overtopping Breaching of Noncohesive Homogeneous Embankments. Journal of Hydraulic Engineering, Volume 128, Issue 9, pp. 829-838, September 2002.

[13] Franca, M. J., Almeida, A. B. Experimental Tests on Rockfill Dam Breaching Process.

International Symposium on Hydraulic and Hydrological Aspects of Reliability and

Safety Assessment of Hydraulic Structures, St. Petersburg, May 29-June 2 2002.

123 [14] Fread, D. L. and Harbaugh, T. E. Transient Hydraulic Simulation of Breached Earth

Dams. Journal of the hydraulics division, proceedings of the American society of Civil Engineers. p.139-154, 1973.

[15] Fread, D.L. Breach: an erosion model for earthen dam failures. National Weather Service, National Oceanic and Atmospheric Administration, Silver Springs, Maryland, 1988 (Revision 1, August 1991)

[16] Fread, D.L. The NWS DAMBRK Model: Theoretical Background/User Documentation. HRL-256, Hydrologic Research Laboratory, National Weather Service, Silver Spring, MD, 1988.

[17] Fread, D.L., and Lewis J.M. The NWS FLDWAV Model: Theoretical Description and User Documentation. Hydrologic Research Laboratory, National Weather Service, Silver Spring, MD, 1998.

[18] Froehlich, D.C. 1995a. Peak Outflow from a Breached Embankment Dam. Journal of Water Resources Planning and Management, vol. 121, no. 1, p. 90-97, 1995.

[19] Froehlich, D. C., 1995b

Embankment Dam Breach Parameters Revisited. Proceedings of the 1995 ASCE Conference on Water Resources Engineering, San Antonio (Texas), August 14-18, 1995, p. 887-891.

[20] Iervolino, M., Oliveri, E. e Greco, M. Modelli di trasporto solido nella simulazione della rimozione di un rilevato in materiali sciolti. XXIX Convegno di Idraulica e Costruzioni Idrauliche, Trento 7-10 Settembre 2004.

[21] Indiana Dam Safety Inspection Manual. Department of Natural Resources Division of Water Indianapolis, Indiana, 2003 Edition.

[22] Lecointe, L. Breaching Mechanism of Embankments, an overview of previous studies and the models produced. CADAM Proceedings, Munich Meeting, 8-9 October 1998.

[23] Lecointe, G. D. Breaching Mechanics of Embankments. MSc. Report, The University of Birmingham, 1998.

[24] Leopardi, A., Oliveri, E. e Greco M. Numerical simulation of gradual earth dam failure. New Trends in Water and Environmental Engineering for Safety and Life:

Eco-compatible Solutions for Aquatic Environments (2nd International Conference), June 24-28- 2002, Capri (Italy).

[25] Loukola,E. and Huokuna, M. A Numerical Erosion Model for Embankment Dams Failure and Its Use For Risk Assessment. CADAM Proceedings, Munich Meeting, 8-9 October 1998.

[26] Macchione, F., Rino, A. Prediction capabilities of a simplified dam-breach model.

CADAM Proceedings, Milan Meeting, 6-7 May 1999.

[27] Macdonald, T. C. and Langridge-Monopolis J. Breaching Characteristics of Dam

Failures. Journal of Hydraulic Engineering, vol. 110, no. 5, p. 567-586, 1984.

124 [28] Marche, C. Barrages, crue de rupture et protection civile. Presses Internationales

Polytechnique, Québec (Canada), 2004.

[29] Mohamed, M. A. A., Samuels, P. G., Ghataora, G. S. and Morris, M. W. A New Methodology to Model the Breaching of Non-Cohesive Homogeneous Embankments.

CADAM Proceedings, Zaragoza Meeting, 18-19 November 1999.

[30] Mohamed, M. A. A., Samuels, P. G., Morris, M. W. and Ghataora, G. S. Modelling Breach Formation through Embankments. RESCDAM - Development of rescue actions based on dam-break flood analysis. International seminar and workshop, Seinäjoki, October 2-5, 2000.

[31] Mohamed, M. A. A., Samuels, P. G. and Morris, M. W. Improving the Accuracy of Prediction of Breach Formation through Embankment Dams and Flood Embankments. River Flow conference – international conference on fluvial hydraulics, Louvain La Neuve, 4-6 September 2002.

[32] Morris, M.W., Hassan, M. Breach Formation through Embankment Dams & Flood Defence Embankments: A State of the Art Review. 1

IMPACT Workshop, HR Wallingford, 16 - 17 May 2002.

[33] Morris, M.W., Hassan, M. and Waskinn, K.A. Conclusions and Recommendations from the IMPACT Project WP2:Breach Formation. WP2 Publications - Technical Reports, 2004.

[34] Paquier, A. Rupro, breach model used by Cemagref during Impact project. 1

IMPACT Workshop, HR Wallingford, 16 - 17 May 2002.

[35] Singh, K. P., and Snorrason, A. Sensitivity of Outflow Peaks and Flood Stages to the Selection of Dam Breach Parameters and Simulation Models. Journal of Hydrology, vol. 68, p. 295-310, 1984.

[36] Singh, V.P., Dam breach modelling technology. Water Science and Technology Library, Kleiwer Academic Publishers, 1996.

[37] Slunga, E. Concept and Bases of Risk Analysis for Dams, with an example application on Kyrkösjärvi dam. RESCDAM-project, January 2001.

[38] Varlet, H. Barrages – Rérervoirs, Tome III : Barrages en terre et en enrochements.

Usines Hydrauliques, Editions Eyrolles, 1966.

[39] Wahl, T. L. Prediction of Embankment Dam Breach Parameters: Literature Review and Needs Assessment. USBR, Water Resources Research Laboratory, Denver, CO, 1996.

[40] Wahl, T. L., 1998. Prediction of Embankment dam Breach Parameters – A Literature

Review and Needs Assessment. U.S. Bureau of Reclamation Dam Safety Report DSO-

98-004.

125 [41] Wahl, T. L., Uncertainty of prediction of embankment dam breach parameters.

Journal of Hydraulic Engineering, Volume 130, Issue 5, pp. 389-397,May 2004.

[42] U.Maione, A. Brath e P. Mignosa, Sistemazione dei corsi d’acqua. Metodi avanzati nella progettazione di interventi di ingegneria naturalistica. Atti del corso di aggiornamento 4-8 ottobre 1999, Politecnico di milano, Edizioni Bios

[43] A.Peruginelli, Idraulica. SEU, Pisa, 2000.

Riviste

x « Le cahiers di Met » Collection Technique. Quand les barrages prennent...l’Eau d’Heure. Ministère wallon de l’équipement et des transports, Juin 1997.

Siti internet

x http://www.ymparisto.fi

x http://www.samui.co.uk/impact-project

x http://www.hrwallingford.co.uk/projects/CADAM

x http://www.impact-project.net