Identification and Prioritization of Critical Erosion Prone and Water Potential Areas of Manandragarh Watershed Using HEC-HMS for Management

Year : 2024 | Volume : | : | Page : –
By
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Karnika Dwivedi,

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M. P. Tripathi,

  1. Faculty of Agricultural Engineering, Department of Soil and Water Engineering, , Swami Vivekanand College of Agricultural Engineering and Technology & Research Station, Indira Gandhi Krishi Vishwavidyalaya, Raipur, Chhattisgarh, India
  2. Faculty of Agricultural Engineering, Department of Soil and Water Engineering, , Swami Vivekanand College of Agricultural Engineering and Technology & Research Station, Indira Gandhi Krishi Vishwavidyalaya, Raipur, Chhattisgarh, India

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This study was carried out at Indira Gandhi Krishi Vishwavidyalaya, Raipur (CG) on hydrological modelling and development of soil and water conservation plan for critical erosion prone and water potential sub-watersheds of Manendragarh watershed of upper Hasdeo subbasin in Chhattisgarh using Hydrological Engineering Centre-Hydrological Modelling System (HEC-HMS). The Hydrological Engineering Centre-Geo Hydrological Modelling System (HEC-Geo HMS) was utilized for developing the model setup, while the HEC-HMS model was employed to simulate monthly stream discharge and sediment concentrations within the Manendragarh watershed. After thorough validation, the HEC-HMS model was applied to identify and prioritize critical sub-watersheds prone to erosion and assess their water resource potential. Geographic Information System (GIS) tools were used to create watershed and sub-watershed boundaries, along with slope, drainage, and soil maps. The watershed was divided into 28 sub-watersheds based on topographical and drainage characteristics derived from the Digital Elevation Model (DEM).The model was calibrated using data from six monsoon seasons (2000–2005) and validated with data from four subsequent monsoon seasons (2006–2009) to simulate monthly stream discharge and sediment yield. The calibration and validation results demonstrated a strong correlation between observed and simulated hydrographs for both variables. Based on graphical and statistical evaluation metrics, the HEC-HMS model’s calibration showed that simulated monthly stream discharge and sediment yield closely matched observed values during the monsoon months of 2000–2005. Similarly, during the validation period (2006–2009), the model’s simulated values aligned well with the observed data. Key parameters, including Initial Abstraction (Ia), Curve Number (CN), Lag time (Tlag), Muskingum K and X, Erodibility factor (K), Slope length factor (LS), Cover factor (C), and Soil Conservation Practice factor (P), were calibrated to values of 20 mm, a 2% decrease for agricultural cover, a 5% decrease for forest and settlement areas, 110, 0.13 and 0.03, 0.26, 2, 0.05, and 0.5, respectively. These findings indicate that the model is effective for simulating monthly stream discharge from the Manendragarh watershed within the Hasdeo Subbasin.

Keywords: Critical watershed, DEM, HEC-HMS, Sediment yield, Water potential areas

How to cite this article:
Karnika Dwivedi, M. P. Tripathi. Identification and Prioritization of Critical Erosion Prone and Water Potential Areas of Manandragarh Watershed Using HEC-HMS for Management. Research & Reviews : Journal of Ecology. 2024; ():-.
How to cite this URL:
Karnika Dwivedi, M. P. Tripathi. Identification and Prioritization of Critical Erosion Prone and Water Potential Areas of Manandragarh Watershed Using HEC-HMS for Management. Research & Reviews : Journal of Ecology. 2024; ():-. Available from: https://journals.stmjournals.com/rrjoe/article=2024/view=0

References
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  1. Agrawal N., Verma M.K. and Tripathi M.P., Hydrological modelling of Chhokranala watershed using weather generator with SWAT model. Indian Journal of Soil Conservation, Vol. 39(2), P. 89-94.
  2. Barik, D. K. and Singh, A.D., 2017. Estimation of runoff and sediment yield from a small ungauged watershed using GIS and HEC-HMS, International Journal of Civil Engineering and Technology (IJCIET), Vol 8(6): 517-527.
  3. Chow, V.T., Maidment, D.R. and Mays, L.W. 1988. Applied Hydrology, McGraw- Hill Book Company.
  4. Chu, X. and Steinman, A. 2009. Event and continuous hydrologic modelling with HEC-HMS. Journal of Irrigation and Drainage Engineering, 135(1): 119-124.
  5. Hammouri, N. and Naqa, A. E., 2007. Hydrological modelling of ungauged wadis in arid environments using GIS: a case study of Wadi Madoneh in Jordan, Revista Mexicana de Ciencias Geológicas, v. 24 (2), 185-196.
  6. Kaffas, K. and Hrissanthou, V. 2015. Estimate of continuous sediment graphs in a basin, using a composite mathematical model, Process. (2015) 2:361–378.
  7. Kumar and Bhattacharjya, 2011. Distributed rainfall runoff International Journal of Earth Sciences and Engineering, Vol. 04, No 06 SPL, October 2011:270-275.
  8. Linsley, R. K., Kohler, M. A., and Paulhus, J. L. H. 1982. Hydrology for Engineers. McGraw-Hill, New York.
  9. Majidi, A. and Shahedi, K., 2012. Simulation of rainfall-runoff process using Green-Ampt method and HEC-HMS model (Case study: Abnama watershed, Iran), International Journal of Hydraulic Engineering 2012, 1(1): 5-9.
  10. Mannering, J. V. 1981. The use of soil tolerances as strategy for soil conservation. Soil Conservation Problem and Prospect, R.P.C. Morgan John Wiley & Sons, Chichester England, pp.337-349.
  11. Narayana, V.V.D. 1993. Soil and water conservation research in India, Indian Council of Agricultural Research, New Delhi.
  12. Pilgrim, D.H., and I. Cordery, Flood Runoff, In. Maidment. D. R. (ed), 1992. Handbook of Hydrology, McGraw-Hill Inc., New York, 9.1.-9.42.
  13. Singh, V. 1995. Computer models of water resources. Publications, P.O.B. 260026, Highlands Ranch, Colorado 80126-0026, USA
  14. Singh, , Babu, R., Narain, P., Bhushan, L. S., and Abrol, I. P. 1992. Soil erosion rates in India. J. of Soil and Water Conservation, 47(1): 97-99.
  15. Tiwari, Priti and P., Tripathi (2014). Calibration and validation of ArcSWAT model for estimation of surface runoff and sediment yield from Dhangaon watershed, Journal of Agricultural Issues, 19 (2): 23-34.
  16. 2015.Hydrologic modelling system HEC-HMS, User’s Manual version 4.2 USACE, 2010) downloaded from the website i.e.http: www.hec.usace.army.mil/software/hec-hms
  17. Verma, A.K.; Jha, M.K. and Mahana, R.K. 2009. Evaluation of HEC-HMS and WEPP for simulating watershed runoff using remote sensing and geographical information system. Paddy and Water Environment, 8 (2):131-144.
  18. Williams, J. R. and Berndt, H. D. Determining the universal soil loss equation’s length slope factor for watershed soil erosion: Prediction and control. Soil Cons. Soc. of Am., Ankeny, Iowa, pp.217-225.

Ahead of Print Subscription Original Research
Volume
Received 23/10/2024
Accepted 25/12/2024
Published 31/12/2024