Simulación del Acoplamiento Dinámico en Sistemas Represa-Embalse Utilizando Elementos Finitos Acústicos

Simulación del Acoplamiento Dinámico en Sistemas Represa-Embalse Utilizando Elementos Finitos Acústicos

Authors

  • Rodrigo Marcelo Rivero Galeano Universidad Nacional de Itapúa. Encarnación, Paraguay.

DOI:

https://doi.org/10.70833/rseisa12item203

Keywords:

Dams, dynamic coupling, acoustics, contour conditions, amplification

Abstract

Acoustic finite elements are used to simulate the propagation of hydrodinamic waves within the reservoir of a dam during a dinamic event. To study their feasibility, 3 study cases were taken: the main section of the Itaipú dam (gravity dam), Lumiei (arch dam) and Pertusillo (arch-gravity dam). After being validated with known problems from literature, the method was applied to the study cases, removing the

constrictive contour conditions an assessing their effects. Viscous damping turned out to be necessary to avoid acoustic beating phenomenom. Energy apsortion from the sediments in the bottom of the reservoir is important and should be considered. Water level modifies the period of the coupled system and high frecuencies amplification.Vertical vibrations have negligible effects in curved dams. Water compressibility and dam flexibility are the most important factors, as they allow the full couplement and dynamic

amplification, respectively. The proposed method agrees with solutions  commonly adopted in professional practice, within the range where they are valid, improving the precision outside of it, with a reasonable computational cost.

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Author Biography

Rodrigo Marcelo Rivero Galeano, Universidad Nacional de Itapúa. Encarnación, Paraguay.

Dr. en Ingeniería Civil, Profesor Investigador de la UNI

References

International Comission on Large Dams - ICOLD, “General Synthesis Number of Dams by Country Members.” 2019.

H. M. Westergaard, “Water pressures on dams during earthquakes,” Trans. Am. Soc. Civ. Eng., vol. 98, pp. 418–433, 1933.

T. Von Kármán, “Discussion of water pressures on dams during earthquakes,” Trans. Am. Soc. Civ. Eng. - ASCE, vol. 98, pp. 434–436, 1933.

C. N. Zangar, “Hydrodynamic pressures on dams due to horizontal earthquake effects,” Technical Information Office, no.11, 1952.

G. W. Housner, “Dynamic pressures on accelerated fluid containers,” Bull. Seismol. Soc. Am., vol. 47, no. 1, pp. 15–35, 1957.

A. K. Chopra, “Hydrodynamic pressures on dams during earthquakes,” J. Eng. Mech.Div., vol. 93, no. 6, pp. 205–224, 1967.

A. K. Chopra, “Earthquake behavior of reservoir-dam systems,” J. Eng. Mech. Div., vol. 94, no. 6, pp. 1475–1500, 1968.

G. Fenves and A. K. Chopra, “Effects of reservoir bottom absorption on earthquake response of concrete gravity dams,” Earthq. Eng. Struct. Dyn., vol. 11, no. 6, pp. 809–829, 1983.

L. Zhang and a K. Chopra, “Computation of spatially varying ground motion and foundation-rock impedance matrices for seismic analysis of arch dams,” no. 91, 1991.

H. Tan and A. K. Chopra, “Dam-foundation rock interaction effects in earthquake response of arch dams,” J. Struct. Eng., vol. 122, no. 5, pp. 528–538, 1996.

Y. Calayir and A. A. Dumanoglu, “Static and dynamic analysis of fluid and fluidstructure systems by the Lagrangian method,” Comput. Struct., vol. 49, no. 4, pp. 625–632, 1993.

M. Akköse, S. Adanur, A. Bayraktar, and A. A. Dumanoglu, “Elasto-plastic earthquake response of arch dams including fluid–structure interaction by the Lagrangian approach,” Appl. Math. Model., vol. 32, no.

, pp. 2396–2412, 2008.

Y. Calayir, A. A. Dumanoglu, and A. Bayraktar, “Earthquake analysis of gravity dam-reservoir systems using the Eulerian and Lagrangian approaches,” Comput Struct., vol. 59, no. 5, pp. 877–890, 1996.

G. M. L. Gladwell and G. Zimmermann, “On energy and complementary energy formulations of acoustic and structural vibration problems,” J. Sound Vib., vol. 3, no. 3, pp. 233–241, 1966.

A. Craggs, “The transient response of a coupled plate-acoustic system using plate and acoustic finite elements,” J. Sound Vib., vol. 15, no. 4, pp. 509–528, 1971.

M. A. Hariri-ardebili, H. Mirzabozorg,and M. R. Kianoush, “Seismic analysis of high arch dams considering contractionperipheral joints coupled effects,” Open Eng., vol. 3, no. 3, pp. 549–564, 2013.

L. Design, M. Alembagheri, and M. Ghaemian, “Seismic performance evaluation of a jointed arch dam,” Struct.Infrastruct. Eng., vol. 12, no. 2, pp. 256–274, 2017.

delle I. e dei T. Ministero, Norme tecniche per la progettazione e la costruzione degli sbarramenti di ritenuta (dighe e traverse).,vol. 1. 2014, p. 156.

B. Bwg, S. Wasser, R. De, R. Ufag, and S.Acque, “Documentation de base pour la vérification des ouvrages d ’ accumulation aux séismes,” vol. 2, no. Mars, 2003.

Ministry of Construction, “The River Law n. 167 – Legal Framework for River and Water Management in Japan,” River Bur., no. 4, 1964.

V. M. de Souza Lima, J. F. A. Silveira, and J. C. Degaspare, “Horizontal and vertical displacements of the itaipu dam: a study on field measurements and theoretical predictions,” Proceedings, 1985.

USACE, “Time-history dynamic analysis of concrete hydraulic structures,” no. EM 1110-2-6051, p. 401, 2003.

Dassault Systèmes Simulia Corporation, “Coupled fluid-structural medium analysis,” Abaqus Theory Man., p. 2.9.1.

Hibbett, Karlsson, and Sorensen, ABAQUS/standard: User’s Manual, vol. 1. Hibbitt Karlsson & Sorensen, 1998.

H. M. Hilber, T. J. R. Hughes, and R. L. Taylor, “Improved numerical dissipation for time integration algorithms in structural dynamics,” Earthq. Eng. Struct. Dyn., vol. 5, no. 3, pp. 283–292, 1977.

Y. Ghanaat and B. B. Redpath, Measurements of Reservoir-bottom Reflection Coefficient at Seven Concrete Damsites. Quest Structures, 1995.

Published

2018-12-30

How to Cite

Rivero Galeano, R. M. (2018). Simulación del Acoplamiento Dinámico en Sistemas Represa-Embalse Utilizando Elementos Finitos Acústicos. Journal on Studies and Research of Academic Knowledge, (12), 7–16. https://doi.org/10.70833/rseisa12item203

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