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Tytuł artykułu

Runoff Estimation for the Central Region of the Lesser Zab River Watershed Using the SCS-Curve Number Method and GIS

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This study aimed to develop a hydrologic model for the central region (central catchments) located between Dokan and Al-Dibis dams in the Lesser Zab River (LZR) watershed, in Iraq. The hydrologic structure of the study area was prepared based on the DEM layer with 12.5 m spatial resolution by using the GIS environment, and then the HEC-HMS software was used for simulating the main hydrological processes like the infiltration losses, transformation, channel routing, and the baseflow contribution by using the SCS-CN, SCS-UH, Muskingum, and the Recession methods respectively. The corrections of the CN parameter due to the effects of the slope and initial abstraction were used and the resulting CN values for the entire LZR watershed were ranging from 56 to 100. This study concluded the effectivity of using the GIS environment and HEC-HMS software in the continuous rainfall-runoff modelling and achieved very good performance with R2 and NSE criteria of 0.9115 and 0.9 under the calibration phase, while 0.925 and 0.91 values were achieved for the same criteria under the validation phase respectively, also the CN was the most sensitive parameter in the proposed hydrologic model.
Rocznik
Strony
232--245
Opis fizyczny
Bibliogr. 27 poz., rys., tab.
Twórcy
  • Department of Civil Engineering, Engineering College, University of Basrah, Basrah, Iraq
  • Department of Civil Engineering, Engineering College, University of Basrah, Basrah, Iraq
Bibliografia
  • 1. Ahbari A., Stour L., Agoumi A., Serhir N. 2018. Estimation of initial values of the HMS model parameters: Application to the basin of Bin El Ouidane (Azilal, Morocco). Journal of Materials and Environmental Science, 9(1), 305–317.
  • 2. Al-Ansari N., Adamo N., Sissakian V.K., Knutsson S., and Laue J. 2018. Water Resources of the Tigris River Catchment. Journal of Earth Sciences and Geotechnical Engineering, 8(3), 21–42.
  • 3. Al-Ansari N., Knutsson S. 2011. Toward prudent management of water resources in Iraq. Journal of Advanced Science and Engineering Research, 1(1), 53–67.
  • 4. Alrammahi F.S., Hamdan A.N.A. 2022. Simulation of rainfall-runoff in the Diyala River Basin in Iraq using hydrological model by HMS with remote sensing, Geo-HMS and ArcGIS. IOP Conference Series: Earth and Environmental Science, 1120(1), 1-18.
  • 5. Cronshey R. 1986. Urban Hydrology for Small Watersheds-Technical Release 55 (TR55). United States Department of Agriculture (USDA)-Soil Conservation Service (SCS)-Engineering Division, USA.
  • 6. Dinka M.O., Klik A. 2020. Temporal and spatial dynamics of surface run-off from Lake Basaka catchment (Ethiopia) using SCS-CN model coupled with remote sensing and GIS. Lakes & Reservoirs: Research & Management, 25(2), 167–182.
  • 7. Environmental Systems Research Institute (ESRI), Land Use/ Land Cover (LULC) Layer, Available online: https://www.arcgis.com/LULC, (accessed on 10 March 2023).
  • 8. Food and Agricultural Organization (FAO), FAO Soils Portal, Harmonized World Soil Database V 1.2, Available online: https://www.fao.org/soils-portal/HWSD, (accessed on 5 March 2023).
  • 9. Gurmu A.T., Tolessa G.A. 2014. Surface Water Modeling Using SCS-CN Model-Hydroinformatic Approach. European Academic Research, 2(8), 10506–10522.
  • 10. Halwatura D., Najim M. 2013. Application of the HEC-HMS model for runoff simulation in a tropical catchment. Environmental Modelling & Software, 46(8), 155–162.
  • 11. 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), 1–17.
  • 12. Huang M., Gallichand J., Wang Z., Goulet M. 2006. A modification to the Soil Conservation Service curve number method for steep slopes in the Loess Plateau of China. Hydrological Processes: An International Journal, 20(3), 579–589.
  • 13. Jabbar L.A., Khalil I.A., Sidek L.M. 2021. HEC-HMS Hydrological modelling for runoff estimation in Cameron Highlands, Malaysia. International Journal of Civil Engineering and Technology, 12(9), 40–51.
  • 14. Kaffas K., Hrissanthou V. 2014. Application of a Continuous Rainfall-Runoff Model to the Basin of Kosynthos River Using the Hydrologic Software HEC-HMS. Global NEST Journal, 16(1), 188–203.
  • 15. Khzr B.O., Ibrahim G.R.F., Hamid A.A., Ail S.A. 2022. Runoff estimation using SCS-CN and GIS techniques in the Sulaymaniyah sub-basin of the Kurdistan region of Iraq. Environment, Development and Sustainability, 24(2), 2640–2655.
  • 16. Klari Z.M., Ibrahim S.A. 2021. Application of SCS-Curve Number Method to estimate Runoff using GIS for Gali-Bandawa Watershed. Academic Journal of Nawroz University (AJNU), 10(1), 318–325.
  • 17. National Aeronautics and Space Administration (NASA) Earth Data, Alaska Satellite Facility, ALOS PALSAR Satellite Dataset. Available online: https://search.asf.alaska.edu, (accessed on 20 Feb. 2023).
  • 18. Noori A.M., Pradhan B., Ajaj Q.M. 2019. Dam site suitability assessment at the Greater Zab River in northern Iraq using remote sensing data and GIS. Journal of Hydrology, 574(1), 964–979.
  • 19. Oleyiblo J.O., Li Z.J. 2010. Application of HEC-HMS for flood forecasting in Misai and Wan’an catchments in China. Water Science and Engineering, 3(1), 14–22.
  • 20. Ouédraogo W.A.A., Raude J.M., Gathenya J.M. 2018. Continuous modelling of the Mkurumudzi River catchment in Kenya using the HEC-HMS conceptual model: Calibration, validation, model performance evaluation and sensitivity analysis. Hydrology, 5(3), 1–18.
  • 21. Pokhrel K., Karki K.R. 2021. Rainfall-Runoff Simulation of Tamor River Basin using SCS-CN based HEC-HMS Model. In Proceedings of 9th IOE Graduate Conference, Nepal, 9(1), 129–139.
  • 22. POWER. Data Access Viewer. Available online: https://power.larc.nasa.gov (accessed on 15 March 2023).
  • 23. Saeedrashed Y., Guven A. 2013. Estimation of Geomorphological Parameters of Lower Zab River-Basin by Using GIS-Based Remotely Sensed Image. Water Resources Management, 27(1), 209–219.
  • 24. Salman Q.M.K., Hamdan A.N.A. 2022. Estimation of the curve number for the Lesser Zab watershed using GIS and HEC-GeoHMS. In: 4th International Conference on Civil and Environmental Engineering Technologies (ICCEET), Kufa University, Iraq, 1-12.
  • 25. Subramanya K. 2008. Engineering Hydrology. Tata McGraw-Hill Publishing Company Limited, India, 3rd Edition.
  • 26. Tassew B.G., Belete M.A., Miegel K. 2019. Application of HEC-HMS model for flow simulation in the Lake Tana basin: The case of Gilgel Abay catchment, upper Blue Nile Basin, Ethiopia. Hydrology, 6(1), 1-17.
  • 27. UN-ESCWA (United Nations Economic and Social Commission for Western Asia), and Federal Institute for Geosciences and Natural Resources, 2013. Inventory of shared water resources in Western Asia, Beirut, Lebanon.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-81bc6192-b02c-44fd-b2a1-46e2c8ab4e58
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