Study of the Martín Pérez River Basi

Authors

  • Jenifer Luis González Centro de Investigaciones Hidráulicas (CIH), Universidad Tecnológica de La Habana José Antonio Echeverría (CUJAE).
  • Yakelín Rodríguez López Centro de Investigaciones Hidráulicas (CIH), Universidad Tecnológica de La Habana José Antonio Echeverría (CUJAE).

Keywords:

hydrological modeling, hyetographs, runoff hydrographs

Abstract

The issue of urban flooding caused by river overflows is broad and complex. This research addresses the hydrological modeling of the Martín Pérez River. Rainfall data necessary for modeling with CHAC and HEC-HMS were obtained using the SGIA platform. The normalized regional mass curve (Perdigón et al., 2019) was used to obtain hyetographs from daily precipitation data. The CHAC and HEC-HMS models were used to simulate the hydrological response of the basin. It was found that HEC-HMS software is more suitable for this type of study, as it provides the runoff hydrograph and flood volume in addition to peak flow, and allows for the preparation of input data for hydraulic models such as HEC-RAS.

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References

Cruz, D., Rodríguez, D., & Santana, D. (2024). Recopilación de datos del río Martín Pérez. Práctica Laboral N.º 3. Gestión de los Recursos Hidráulicos.

Feldman, A. D. (2000). Hydrologic Modeling System HEC-HMS: Technical Reference Manual (inf. téc.). US Army Corps of Engineers, Hydrologic Engineering Center. Davis, CA, USA. https://www.hec.usace. army.mil/software/hec-hms/documentation.aspx

Fernández de Córdova, C. (2021). Modelo lluvia-escurrimiento para la cuenca del río Yanuncay en Cuenca, Ecuador. Ingeniería Hidráulica y Ambiental, 42(3), 80-94.

Flores, L. C. (2013). Metodología para la modelación distribuida con el software HEC-HMS [Tesis de Diploma]. Instituto Superior Politécnico “José Antonio Echeverría” (Cujae).

Perdigón, D., Pérez, A., & Martínez, Y. (2019). Patrones de distribución temporal de lluvias ciclónicas en Cuba estimada por el modelo WRF. Ingeniería Hidráulica y Ambiental, 40(3), 17-31.

Rodríguez, Y. (2011). Modelación hidrológica de avenidas. Caso de estudio: Cuenca del río Zaza [Tesis Doctoral]. Instituto Superior Politécnico “José Antonio Echeverría” (ISPJAE).

Sánchez, J. (s.f.). Cálculo de la precipitación neta mediante el método del SCS [s.f.]

Published

2026-10-22

How to Cite

Luis González, J., & Rodríguez López, Y. (2026). Study of the Martín Pérez River Basi. Ingeniería Hidráulica Y Ambiental, 46(4), 83–91. Retrieved from https://riha.cujae.edu.cu/index.php/riha/article/view/729

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