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Tytuł artykułu

Assessment of Large River Basin Approaching GIS and Computation of Simulation Techniques Using Latest Software

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Advancements in computer techniques with a geographic information system (GIS) interface have greatly contributed to simulating river basins with a reasonable level of accuracy. It becomes possible to analyze and model various aspects of a river basin, such as water flow, land use, and hydrological processes. Water is essential for sustaining life. Previous studies revealed that effective watershed management requires an understanding of the impact of rainfall in the catchment area, but due to poorly gauged river basin, it becomes difficult to predict the hydrological response. In this context, hydrologic engineering centre – hydrologic modeling system (HEC-HMS) model is used to simulate surface runoff in different watersheds. The study simulated the Wainganga river basin, geographically located between longitude 78°0’–80°45’ E and latitudes 19°41’–22°50’ N. The model utilizes eighteen year data for rainfall extracted from Indian Meteorological Department with 0.25×0.25 grid. Similarly, evapotranspiration and observed discharge were extracted from India water resource information system. Shuttle radar topography mission dataset with digital elevation model of 30×30 m spatial resolution, extracted from United States of Geological Survey was an input to HEC-HMS 4.10. Different approaches with changing parameters were implemented for suitable simulation. SCS curve number method with Muskingum routing was implemented for study. The purpose of study was to compare the calculated and observed discharge as well as test model performance. Nash efficiency coefficients (NSE) were used for testing performance. The results show a satisfactory performance with NSE above 0.7 for basin. The description outlines, model can be used for assessing the behavior of large river basin.
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Twórcy
autor
  • D.Y. Patil University, Ambi, Pune, 410506, India
  • D.Y. Patil University, Ambi, Pune, 410506, India
Bibliografia
  • 1. Al-Mukhtar M. and Al-Yaseen F. 2019. Modeling water quality parameters using data-driven models, a case study Abu-Ziriq marsh in south of Iraq. Hydrology, 6(1), 1-17
  • 2. Alsubeai A., and Burckhard S.R. 2021. Rainfall runoff simulation and modeling using HEC-HMS and HEC-RAS models: Case study Tabuk, Saudi Arabia. Natural Resources, 12(10), 321–338.
  • 3. Balakrishna K. and Balakrishna H.B. 2019. Runoff estimation of Watershed in Hemavathy Basin using GIS based SCS-CN method. International Journal of Current Engineering and Technology, 9(3), 412–415.
  • 4. Bhattacharya T., Aggarwal S.P., Garg V. 2013. Estimation of water balance components of chambal river basin using a macroscale hydrology model. International Journal of Scientific and Research Publications, 3(2), 1–6.
  • 5. Bhuiyan H.A.K.M., McNairn H., Powers J., Merzouki A. 2017. Application of HEC-HMS in a cold region watershed and use of RADARSAT-2 soil moisture in initializing the model. Hydrology, 4(9), 1-19.
  • 6. Chathuranika M. et al. 2022. Comparison of two hydrological models, HEC-HMS and SWAT in runoff estimation: Application to Huai Bang Sai Tropical Watershed, Thailand. fluids, 7(8), 1-14.
  • 7. Chevuturi A. et al. 2023.Improving global hydrological simulations through bias-correction and multimodel blending. Journal of Hydrology, 621(5), 1-15.
  • 8. Devia G.K., Ganasri B.P., Dwarakish G.S. 2015. A review on hydrological models. Indian Journal Of Research, 4(6), 1001–1007.
  • 9. Dimri T., Ahmad S., Sharif M. 2023. Hydrological modelling of Bhagirathi River basin using HEC-HMS. Journal of Applied Water Engineering and Research, 11(2), 249–261.
  • 10. Karna K. et al. 2021. Application of hec-hms model for runoff simulation a case study of Kankai river basin in Nepal. J. Indian Water Resour. Soc, 41(2), 14-19.
  • 11. Kastali A., Zeroual A., Zeroual S., Hamitouche Y. 2022. Auto-calibration of HEC-HMS Model for Historic Flood Event under Rating Curve Uncertainty. Case Study: Allala Watershed, Algeria. Korean Society of Civil Engineers, 26(1), 482–493.
  • 12. Koneti S., Sunkara S.L., Roy P.S. 2018. Hydrological modeling with respect to impact of land-use and landcover change on the runoff dynamics in Godavari river basin using the HEC-HMS model. International Journal of Geo-Information Article, 7(6), 2-17.
  • 13. Kudnar N.S. and Rajasekhar M. 2020. A study of the morphometric analysis and cycle of erosion in Waingangā Basin, India. Modeling Earth Systems and Environment Initial, 6(1), 311–327.
  • 14. Masika D., Abuom P. 2018. Rainfall runoff modeling using HEC-HMS SMA for water balance determination in Sosiani catchment, Kenya. Research journali’s Journal of Geography, 5(6), 1-19.
  • 15. Nair S.C. and Mirajkar A.B. 2022. Integrated watershed development plan for a sub-basin, central India. Water Supply, 22(3), 3342–3351
  • 16. Patil G.L., Kherde R., Sable S. 2022. Overview of macro scale model for large scale river. Seybold report, 17(10), 469–487.
  • 17. Rauf and Ghumman A.R. 2018. Impact assessment of rainfall-runoff simulations on the flow duration curve of the Upper Indus river-a comparison of datadriven and hydrologic models.water, 10(7), 1-23.
  • 18. Sahu S.S. et al. 2020. Review on the HEC-HMS rainfall-runoff simulation model. International Journal of Agricultural Science and Research , 10(4), 183–190.
  • 19. Shah K. 2017. Application of SCS-CN Method forestimation of runoff using GIS. International Journal of Advance Engineering and Research Development, 4(4) , 558-567.
  • 20. Wang K., Shi H., Chen J., Li T. 2019. An improved operation-based reservoir scheme integrated with Variable Infiltration Capacity model for multiyear and multipurpose reservoirs. Journal of Hydrology, 571(4), 365–375.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0eee0390-3492-447c-8dba-33279cc18f2c
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