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ORIGINAL RESEARCH article

Front. Water
Sec. Water and Critical Zone
Volume 6 - 2024 | doi: 10.3389/frwa.2024.1474990
This article is part of the Research Topic Geospatial and Environmental Dynamics in Water Research View all articles

Rainfall-Runoff Modelling Based on HEC-HMS Model. A Case Study in an Area with Increased Groundwater Discharge Potential

Provisionally accepted
Mihai V. Herbei Mihai V. Herbei 1Codruța Bădăluță-Minda Codruța Bădăluță-Minda 2Cosmin A. Popescu Cosmin A. Popescu 1*Adina Horablaga Adina Horablaga 1*Lucian Octavian Dragomir Lucian Octavian Dragomir 1*George Popescu George Popescu 1*Shuraik Kader Shuraik Kader 3*Paul Sestras Paul Sestras 4
  • 1 University of Life Sciences King Mihai I Timișoara, Timisoara, Romania
  • 2 Politehnica University of Timișoara, Timișoara, Romania
  • 3 School of Engineering and Built Environment, Griffith Sciences, Griffith University, Nathan, Queensland, Australia
  • 4 Technical University of Cluj-Napoca, Cluj-Napoca, Romania

The final, formatted version of the article will be published soon.

    The Hydrologic Modeling System (HEC-HMS), designed to accurately simulate precipitation-runoff processes in various watershed types, was employed in our study to establish a model for a particular watershed. Consequently, we planned to create a rainfall-runoff model to investigate the specific characteristics of floods, assess some pre-diction models, and issue assumptions about their viability, which could be beneficial in establishing flood warning systems. The model was developed using daily precipitation data collected from different rain gauge stations in the Gilort watershed, located in southern Romania. The study employed the Hec-GeoHMS terrain processing tool, utilizing a digital elevation design to build a hydrological model. The statistical indicators used to evaluate the runoff mechanisms, specifically regression, coefficient of determination, correlation coefficient, index of agreement (Willmott index), and the root mean squared error (RMSE), showed a strong relationship between the simulated and recorded flow of the watershed. The leaking model was assessed using other statistical parameters, including the deviation of runoff volumes (Dv=6.40%), Nash-Sutcliffe efficiency (NSE=0.908), and Kling-Gupta efficiency (KGE=0.901). These parameters confirmed that the simulated data closely matched the observed data, indicating an effective association, and were considered reliable indicators of the model's goodness of fit, ensuring its reliability and efficacy.

    Keywords: Catchment area, discharge, Hydrologic processes, precipitation, runoff, Watershed systems

    Received: 02 Aug 2024; Accepted: 24 Sep 2024.

    Copyright: © 2024 Herbei, Bădăluță-Minda, Popescu, Horablaga, Octavian Dragomir, Popescu, Kader and Sestras. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

    * Correspondence:
    Cosmin A. Popescu, University of Life Sciences King Mihai I Timișoara, Timisoara, Romania
    Adina Horablaga, University of Life Sciences King Mihai I Timișoara, Timisoara, Romania
    Lucian Octavian Dragomir, University of Life Sciences King Mihai I Timișoara, Timisoara, Romania
    George Popescu, University of Life Sciences King Mihai I Timișoara, Timisoara, Romania
    Shuraik Kader, School of Engineering and Built Environment, Griffith Sciences, Griffith University, Nathan, 4111, Queensland, Australia

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