The three-tank problem: a new vision (Part 1)

Authors

  • Yaset Martínez Valdés Centro de Investigaciones Hidráulicas, Universidad Tecnológica de La Habana José Antonio Echeverría
  • Félix Riaño Valle Centro de Investigaciones Hidráulicas, Universidad Tecnológica de La Habana José Antonio Echeverría

Keywords:

problem, three-tanks

Abstract

The three-tank problem is a classic problem in fluid mechanics and its solution has been tackled in several
ways. The problem consists of calculating the flow rates and velocities in the three branches that make up
the one-node hydraulic system, as well as the piezometric level or relative level of the node with respect to
the levels of the free surfaces of the water in the other tanks. In this article, the first of two in this line of
research, a working methodology with an analytical approach is developed for the direct and explicit solution
of this type of problem in its different operating schemes. A working format is provided for a general solution
of the calculation of the piezometric level in the node. Under this new approach to the analysis of these types
of hydraulic systems, the three-tank problem is presented as a particular case of the n-element problem. A
procedure is presented to solve the problem of the indeterminacy of the direction of circulation of the tank
or intermediate element, a key component for a correct definition of the case to be solved. The working
methodology is presented by means of the resolution of a practical example that is very common in pumped
water systems.

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References

Cabrera, E. (2009). Ingeniería hidráulica aplicada a los sistemas de distribución de agua (3ra ed., Vols. 1-2). Editorial Unidad Docente Mecánica de Fluidos, Universidad Politécnica de Valencia.

Fuertes, V. S., et al. (2002). Modelación y diseño de redes de abastecimiento de agua (1ra ed.). Editorial Grupo de Mecánica de los Fluidos, Universidad Politécnica de Valencia.

Giles, R. V., Evett, J. B., & Cheng, L. (2003). Mecánica de los fluidos e hidráulica (3ra ed.). McGraw-Hill.

Haestad Methods et al. (2003). Advanced water distribution modeling and management (1st ed.). Haestad Press.

Instituto Nacional de Recursos Hidráulicos (INRH). (2006). Instructivo para la utilización de tuberías y accesorios de PEAD. La Habana, Cuba.

Martínez, Y. (2011). Metodología para el diseño hidráulico de las estaciones de bombeo para acueducto [Tesis doctoral, Instituto Superior Politécnico "José Antonio Echeverría" (CUJAE)].

Martínez, Y., & Riaño, F. (2010). Características peculiares de la operación de bombas rotodinámicas en paralelo. Ciencias Técnicas Agropecuarias, 19(2), 38–43.

Sotelo, G. (1997). Hidráulica general (Vol. 1). Limusa.

Published

2026-06-12

How to Cite

Martínez Valdés , Y., & Riaño Valle, F. (2026). The three-tank problem: a new vision (Part 1). Ingeniería Hidráulica Y Ambiental, 46(3), 23–34. Retrieved from https://riha.cujae.edu.cu/index.php/riha/article/view/717

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