A Hydraulic Performance Model of Khassa Chai River under Varying Flow Conditions

Authors

  • Khalid M. Mahmood Department of Civil Engineering, College of Engineering, Tikrit University, Tikrit, Iraq
  • Wesam S. Mohammed-Ali Department of Civil Engineering, College of Engineering, Tikrit University, Tikrit, Iraq
Volume: 15 | Issue: 2 | Pages: 20934-20940 | April 2025 | https://doi.org/10.48084/etasr.9675

Abstract

The increasing deterioration of rivers highlights the need for effective restoration mechanisms and flow management strategies to sustain the local ecosystems. This study evaluates the hydraulic performance of rivers under varying flow conditions using the Hydraulic Engineering Center-River Analysis System (HEC-RAS) model, with the Khassa Chai River as a case study. A Differential Global Positioning System (DGPS) survey was conducted along a 14 km distance, capturing 73 cross-sections of the river. The model results indicate that several reaches are at risk of flooding, revealing the need for river restoration to ensure that the cross-sections can accommodate the design discharge (1200 m³/s). These findings emphasize the importance of sediment removal and channel maintenance to enhance the river’s hydraulic capacity.

Keywords:

HEC-RAS model, hydraulic performance, flood risk, varied flow, climate change

Downloads

Download data is not yet available.

References

W. S. Mohammed-Ali, "Minimizing the Detrimental Effects of Hydro-Peaking on Riverbank Instability: The Lower Osage River Case," Ph.D. dissertation, Civil Engineering, Missouri University of Science and Technology, Rolla, MO, USA, 2020.

A. Liaghat, A. Adib, and H. R. Gafouri, "Evaluating the Effects of Dam Construction on the Morphological Changes of Downstream Meandering Rivers (Case Study: Karkheh River)," Engineering, Technology & Applied Science Research, vol. 7, no. 2, pp. 1515–1522, Apr. 2017.

J. A. Roberson, J. J. Cassidy, and M. H. Chaudhry, Hydraulic Engineering, 2nd ed. Honoken, NJ, USA: John Wiley & Sons, 1998.

T. L. Dammalage and N. T. Jayasinghe, “Land-Use Change and Its Impact on Urban Flooding: A Case Study on Colombo District Flood on May 2016,” Engineering, Technology & Applied Science Research, vol. 9, no. 2, pp. 3887–3891, Apr. 2019.

H. Hasani, "Determination of Flood Plain Zoning in Zarigol River using the hydraulic model of HEC-RAS," International Research Journal of Applied and Basic Sciences, vol. 5, no. 3, pp. 399–403, Oct. 2013.

L. K. Hameed and S. T. Ali, “Estimating of Manning’s roughness coefficient for Hilla River through calibration using HEC-RAS model,” Jordan Journal of Civil Engineering, vol. 7, no. 1, pp. 44–53, 2013.

F. Saleh, A. Ducharne, N. Flipo, L. Oudin, and E. Ledoux, "Impact of river bed morphology on discharge and water levels simulated by a 1D Saint–Venant hydraulic model at regional scale," Journal of Hydrology, vol. 476, pp. 169–177, Jan. 2013.

M. Abdelbasset, L. Abderrahim, C. A. Ali, B. Abdellah, B. Lahcen, and B. Laila, "Integration of GIS and HEC-RAS in floods modeling of the Ouergha river, Northern Morocco," European Scientific Journal, vol. 11, no. 2, pp. 196–204, 2015.

J. Wang and Z. Zhang, "Evaluating Riparian Vegetation Roughness Computation Methods Integrated within HEC-RAS," Journal of Hydraulic Engineering, vol. 145, no. 6, Jun. 2019, Art. no. 04019020.

W. Mohammed-Ali, C. Mendoza, and R. R. Holmes, "Riverbank stability assessment during hydro-peak flow events: the lower Osage River case (Missouri, USA)," International Journal of River Basin Management, vol. 19, no. 3, pp. 335–343, Jul. 2021.

W. Mohammed-Ali, C. Mendoza, and R. R. Holmes Jr., "Influence of hydropower outflow characteristics on riverbank stability: case of the lower Osage River (Missouri, USA)," Hydrological Sciences Journal, vol. 65, no. 10, pp. 1784–1793, Jul. 2020.

V. Kim, S. Tantanee, and W. Suparta, "GIS-Based Flood Hazard Mapping using HEC-RAS Model: A Case Study of Lower Mekong River, Cambodia," Geographia Technica, vol. 15, no. 1, pp. 16–26, 2020.

A. A. M. AL-Hussein, S. Khan, K. Ncibi, N. Hamdi, and Y. Hamed, "Flood Analysis Using HEC-RAS and HEC-HMS: A Case Study of Khazir River (Middle East—Northern Iraq)," Water, vol. 14, no. 22, Jan. 2022, Art. no. 3779.

W. S. Mohammed-Ali and R. S. Khairallah, "Review for Some Applications of Riverbanks Flood Models," IOP Conference Series: Earth and Environmental Science, vol. 1120, no. 1, Dec. 2022, Art. no. 012039.

W. S. Mohammed-Ali and R. S. Khairallah, "Flood Risk Analysis: The Case of Tigris River (Tikrit/Iraq)," Tikrit Journal of Engineering Sciences, vol. 30, no. 1, pp. 112–118, 2023.

A. M. Hadi et al., "GIS-based rainfall analysis using remotely sensed data in Kirkuk Province, Iraq: Rainfall analysis," Tikrit Journal of Engineering Sciences, vol. 29, no. 4, pp. 48–55, 2022.

B. M. H. Al-khafaji and F. H. Al-Merib, "Hydraulic Simulation for Flow One Dimension of Shatt Al-Hilla River," Tikrit Journal of Engineering Sciences, vol. 31, no. 2, pp. 10–19, Apr. 2024.

HEC-RAS River Analysis System, US Army Corps of Engineers-Hydrlogic Engineering Center, Davis, CA, USA, Feb. 2016.

W. S. Mohammed-Ali and E. H. Khaleel, "Assessing the Feasibility of an Explicit Numerical Model for Simulating Water Surface Profiles over Weirs.," Mathematical Modelling of Engineering Problems, vol. 10, no. 3, 2023, Art. no. 1025.

G. T. Johnston and G. J. Morgan-Owen, "Differential GPS positioning," Electronics & Communication Engineering Journal, vol. 7, no. 1, pp. 11–21, Feb. 1995.

"Protection of the town of Kirkuk against flooding of the Khassa Chai," Iraq: SOGREAH, 1976.

G. E. Moglen, Fundamentals of Open Channel Flow, 2nd ed. Boca Raton, FL, USA: CRC Press, 2022.

Downloads

How to Cite

[1]
Mahmood, K.M. and Mohammed-Ali, W.S. 2025. A Hydraulic Performance Model of Khassa Chai River under Varying Flow Conditions. Engineering, Technology & Applied Science Research. 15, 2 (Apr. 2025), 20934–20940. DOI:https://doi.org/10.48084/etasr.9675.

Metrics

Abstract Views: 101
PDF Downloads: 33

Metrics Information