Land use change and impact on drainage in the satellite city of Daule

Land use change and impact on drainage in the satellite city of Daule

Authors

  • Luis Moya Politecnica Salesiana University image/svg+xml
  • Fausto Cabrera
  • David Conforme

DOI:

https://doi.org/10.53591/iti.v18i25s1.3308

Keywords:

Land Use Change, Hidráulic Channel, Hidrology, Flood.

Abstract

Context: This study analyzes the impact of land-use change on the drainage system of the Sabanilla Estuary watershed in the Daule Canton, Guayas Province, a rapidly growing area within the greater Guayaquil region. Uncontrolled urban growth and human intervention, resulting in soil impermeability, are identified as key factors exacerbating vulnerability to flooding. Objective: The overall objective was to evaluate the hydrological and hydraulic response of the 115.42 km² watershed under current conditions. Method: The methodology involved a statistical analysis of extreme values ​​from the Guayaquil DAC station's daily maximum precipitation records (1962–2021) to define the Gumbel Type I distribution, Intensity-Duration-Frequency (IDF) curves, and design hyetographs for various return periods (Tr) up to 100 years. A hydrologic model was developed using HEC-HMS with a Curve Number (CN) of 60, characterizing the watershed into three sub-basins. The resulting hydrographs were then used in the HEC-RAS hydraulic model to simulate water surface profiles. Results: The results indicate that the current channel of the Sabanilla stream is unable to efficiently convey runoff, even during periods of lower intensity, primarily due to land-use change and the natural characteristics of the watershed. This deficiency suggests a high risk of flooding for the area. Conclusions: To mitigate this problem, the study proposes several structural interventions, including improving the channel's cross-section (e.g., a composite or trapezoidal section) and dredging it to increase its flow capacity. In addition, lining the channel with concrete is recommended to improve flow velocities and the hydraulic area. A key additional recommendation is to establish a barrier at the confluence with the Daule River to manage the adverse effects of high tide, which obstructs the normal outflow.

References

Bateman, A. (2007). Hidrologia Basica Y Aplicada. Brazilian Journal of Biology, 71(1 SUPPL.), 40.

Cardona, B. L. (2016). Conceptos básicos de Morfometría de Cuencas Hidrográficas.

Chawanda, C. J., Nkwasa, A., Thiery, W., & van Griensven, A. (2024). Combined impacts of climate and land-use change on future water resources in Africa. HYDROLOGY AND EARTH SYSTEM SCIENCES, 28(1), 117–138. https://doi.org/10.5194/hess-28-117-2024

CONGOPE. (2016a). Hablemos de riego.

CONGOPE. (2016b). Hablemos de riego.

Díaz, A. (2010). ESTADÍSTICA Y PROBABILIDAD ( Diseño Hidrológico ).

Earth.org. (2023, February 14). 4 Negative Impacts of Flooding on the Planet |. Earth.Org. https://earth-org.translate.goog/impacts-of-flooding/?_x_tr_sl=en&_x_tr_tl=es&_x_tr_hl=es&_x_tr_pto=tc

GAR. (2025). GAR 2025 Hazard explorations: Floods. Global Assessment Report on Disaster Risk Reduction (GAR). https://www.undrr.org/gar/gar2025/hazard-exploration/floods?utm_source=chatgpt.com

Han, D. (2010). Concise Hydrology.

Hernandez-Atencia, Y., Pena, L. E., Munoz-Ramos, J., Rojas, I., & Alvarez, A. (2023). Use of Soil Infiltration Capacity and Stream Flow Velocity to Estimate Physical Flood Vulnerability under Land-Use Change Scenarios. WATER, 15(6). https://doi.org/10.3390/w15061214

Hydrologic Engineering Center. (2000). Hydrologic Modeling System Technical Reference Manual. Hydrologic Modeling System HEC-HMS Technical Reference Manual, March, 148.

Ibáñez Asensio, S., Moreno Ramón, H., & Gisbert Blanquer, J. M. (2011). Valores del no de curva (cálculo de la escorrentía). 11.

Ibáñez, S., Moreno, H., & Gisbert, J. (2010). Morfología de las cuencas hidrográficas. Universidad Politécnica de Valencia, 12.

Klippe, A. (2023, February 15). The Impact of Urbanization on Flood Risk. Flood Control Asia. https://rsfloodcontrol-com.translate.goog/blog/urbanization-flood-risk/?_x_tr_sl=en&_x_tr_tl=es&_x_tr_hl=es&_x_tr_pto=tc

National Geographic. (2025). ¿Qué causa las inundaciones repentinas? https://www-nationalgeographic-com.translate.goog/environment/article/floods?_x_tr_sl=en&_x_tr_tl=es&_x_tr_hl=es&_x_tr_pto=tc

Posso, H. (2009). Manual de Drenaje para carrreteras. 538.

Rivero, J. (2021). Estudio de Fase II para el control de Inundaciones en el valle del río Javita, Santa Elena.

Sempewo, J. I., Kyeyune, J., Nyenje, P. M., Nkwasa, A., Mugume, S. N., Tsegaye, S., & Eckart, J. (2024). Distinct and combined impacts of future climate and land use change on the flow of River Rwizi in Uganda, East Africa. JOURNAL OF WATER AND CLIMATE CHANGE, 15(4), 1667–1692. https://doi.org/10.2166/wcc.2024.542

UNDRR. (2024, September 11). Jamaica floods, 2021- Forensic analysis. United Nations Office for Disaster Risk Reduction (UNDRR). https://www.undrr.org/resource/jamaica-floods-2021-forensic-analysis

US Army Corps of Engineers. (2008). Hydrologic Modeling System User ’ s Manual. Transform, September, 290.

Vélez, J., & Botero, A. (2010). Estimacion Del Tiempo Concentracion Y De Rezago En La Cuenca Experimental Urbana De La Quebrada San Luis , Manizales. Dyna, 165, 58–71.

Villón, M. (2004). HIDROLOGÌA. In Máximo Villón Bejar.

Villón, M. (2008). HIDRÁULICA de CANALES.

Villón, M. (2013). Hidrología Estadística. 435.

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Published

2026-06-30