Cover
Vol. 19 No. 2 (2025)

Published: December 31, 2025

Pages: 69-83

Research Article

Rainfall-Runoff Modeling By HEC-HMS Model For The Kunhar River Basin

Abstract

One main natural hazard resulting from interactions between rainfall-runoff is flooding. Extreme precipitation causes surface water flow to rise, hence breaking river systems and causing flooding. This work models and forecasts flood dynamics in the Kunhar River basin with the Hydrologic Engineering Centre's Hydrologic Modelling System (HEC-HMS). It shows how well the technology can combine several hydrological data points to precisely project flood paths. These studies have repeatedly shown the dependability of HEC-HMS over many geographical and climatic environments, therefore confirming its fit for thorough hydrological research. HEC-HMS included obtaining thorough datasets comprising historical hydrological data from NASA, spatial information from ARCGIS, and meteorological data from WAPDA in addition to flow rates and water levels. We started the basin model in HEC-HMS by including Digital Elevation Models (DEMs) to define watershed boundaries and record topography. Terrain preprocessing came next to solve discontinuities and guarantee correct water flow modelling. Combining several datasets, the model was designed to reflect the coordinate system and underwent hydrological study to replicate surface water flow, accumulation, and stream networks inside the basin. With subbasin-10 showing the largest peak flow of 132 cubic meters per second during severe rainfall events, especially on August 7, 2013, results revealed that HEC-HMS effectively forecasted peak discharges in the subbasins of the Kunhar River. With an estimate 90% accuracy rate, this proved the great dependability of HEC-HMS in flood prediction. The results show that the model can help with flood management planning and foresee flood circumstances. HEC-HMS's value in designing flood barriers and enhancing watershed management particular to each subbasin. It emphasizes the need of revised hydrological models to consider land use and increasing temperature.

References

  1. Akbar, H., & Gheewala, S. H. (2021). Impact of Climate and Land Use Changes on flowrate in the Kunhar River Basin, Pakistan, for the Period (1992-2014). Arabian Journal of Geosciences, 14(8), 707.
  2. Al-Hussein, A. A., Khan, S., Ncibi, K., Hamdi, N., & Hamed, Y. (2022). Flood analysis using HEC-RAS and HEC-HMS: a case study of Khazir River (Middle East—Northern Iraq). Water, 14(22), 3779.
  3. Ben Khélifa, W., & Mosbahi, M. (2022). Modeling of rainfall-runoff process using HEC-HMS model for an urban ungauged watershed in Tunisia. Modeling Earth Systems and Environment, 8(2), 1749-1758.
  4. Chakraborty, S., & Biswas, S. (2021). Simulation of flow at an ungauged river site based on HEC-HMS model for a mountainous river basin. Arabian Journal of Geosciences, 14(20), 2080.
  5. De Silva, M. M. G. T., Weerakoon, S. B., & Herath, S. (2014). Modeling of event and continuous flow hydrographs with HEC–HMS: case study in the Kelani River Basin, Sri Lanka. Journal of Hydrologic Engineering, 19(4), 800-806.
  6. Gebre, S. L. (2015). Application of the HEC-HMS model for runoff simulation of Upper Blue Nile River Basin. Hydrology: Current Research, 6(2), 1.
  7. Hamdan, A. N. A., Almuktar, S., & Scholz, M. (2021). Rainfall-runoff modeling using the HEC-HMS model for the Al-Adhaim River catchment, northern Iraq. Hydrology, 8(2), 58.
  8. Janicka, E., Kanclerz, J., Agaj, T., & Gizińska, K. (2023). Comparison of two hydrological models, the HEC-HMS and nash models, for runoff estimation in Michałówka river. Sustainability, 15(10), 7959.
  9. Joshi, N., Bista, A., Pokhrel, I., Kalra, A., & Ahmad, S. (2019, May). Rainfall-Runoff Simulation in Cache River Basin, Illinois, Using HEC-HMS. In World Environmental and Water Resources Congress 2019 (pp. 348-360). Reston, VA: American Society of Civil Engineers.
  10. Khan, S., Khan, A. U., Khan, M., Khan, F. A., Khan, S., & Khan, J. (2023). Intercomparison of SWAT and ANN techniques in simulating streamflows in the Astore Basin of the Upper Indus. Water Science & Technology, 88(7), 1847-1862.
  11. Mandal, S. P., & Chakrabarty, A. (2016). Flash flood risk assessment for upper Teesta river basin: using the hydrological modeling system (HEC-HMS) software. Modeling earth systems and environment, 2(2), 59.
  12. Moriasi, D. N., Arnold, J. G., Van Liew, M. W., Bingner, R. L., Harmel, R. D., & Veith, T. L. (2007). Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Transactions of the ASABE, 50(3), 885-900.
  13. Nabi, G., Tayyab, M., Akbar, H., Arfan, M., Ahmad, I., Masood, M., & Zahra, A. (2022). Impact of spatial and temporal changes in climate on the Kunhar River Watershed, Pakistan. Arabian Journal of Geosciences, 15(15), 1311.
  14. Nadeem, M. U., Waheed, Z., Ghaffar, A. M., Javaid, M. M., Hamza, A., Ayub, Z., Nawaz, M. A., Waseem, W., Hameed, M. F., Zeeshan, A., Qamar, S., & Masood, K. (2022). Application of HEC-HMS for flood forecasting in hazara catchment Pakistan, south Asia. International Journal of Hydrology, 6(1), 7-12.
  15. Namara, W. G., Damise, T. A., & Tufa, F. G. (2020). Rainfall runoff modeling using HEC-HMS: The case of Awash Bello sub-catchment, upper Awash basin, Ethiopia. International Journal of Environment, 9(1), 68-86.
  16. Natarajan, S., & Radhakrishnan, N. (2019). Simulation of extreme event-based rainfall–runoff process of an urban catchment area using HEC-HMS. Modeling Earth Systems and Environment, 5(4), 1867-1881.
  17. Paudel, R. C., Basnet, K., & Sherchan, B. (2019). Application of HEC-HMS model for runoff simulation: A case study of Marshyangdi River Basin in Nepal. In Proceedings of IOE Graduate Conference (Vol. 1, pp. 4637-4652).
  18. Ranjan, S., & Singh, V. (2022). HEC-HMS based rainfall-runoff model for Punpun river basin. Water Practice & Technology, 17(5), 986-1001.
  19. Ritter, A., & Muñoz-Carpena, R. (2013). Performance evaluation of hydrological models: Statistical significance for reducing subjectivity in goodness-of-fit assessments. Journal of Hydrology, 480, 33-45.
  20. Saifullah, M., Adnan, M., Zaman, M., Wałęga, A., Liu, S., Khan, M. I., Gagnon, A. S., & Muhammad, S. (2021). Hydrological response of the kunhar river basin in pakistan to climate change and anthropogenic impacts on runoff characteristics. Water, 13(22), 3163.
  21. Shah, G., Zaidi, A., Qureshi, A. L., Hussain, S., Rizwan, & Aziz, T. (2024). Rainfall-runoff modeling using machine learning in the ungauged urban watershed of Quetta Valley, Balochistan (Pakistan). Earth Science Informatics, 17(3), 2661-2677.
  22. Shahid, M., Rahman, K. U., Balkhair, K. S., & Nabi, A. (2020). Impact assessment of land use and climate changes on the variation of runoff in Margalla Hills watersheds, Pakistan. Arabian Journal of Geosciences, 13(5), 239.
  23. Shakarneh, M. O. A., Khan, A. J., Mahmood, Q., Khan, R., Shahzad, M., & Tahir, A. A. (2022). Modeling of rainfall–runoff events using HEC-HMS model in southern catchments of Jerusalem Desert-Palestine. Arabian Journal of Geosciences, 15(1), 127.
  24. Shekar, P. R. (2021). Rainfall-runoff modelling of a River Basin Using HEC HMS: a review study. Int. J. Res. Appl. Sci. Eng. Technol, 9, 506-508.
  25. Srinivas, R., Singh, A. P., & Deshmukh, A. (2018). Development of a HEC-HMS-based watershed modeling system for identification, allocation, and optimization of reservoirs in a river basin. Environmental Monitoring and Assessment, 190(1), 31.
  26. Verma, R., Sharif, M., & Husain, A. (2022). Application of HEC-HMS for hydrological modeling of upper Sabarmati River Basin, Gujarat, India. Modeling Earth Systems and Environment, 8(4), 5585-5593.
  27. Waheed, A., Jamal, M. H., Javed, M. F., & Muhammad, K. I. (2024). A CMIP6 multi-model based analysis of potential climate change effects on watershed runoff using SWAT model: A case study of kunhar river basin, Pakistan. Heliyon, 10(8).