[2] H. Chanson, The hydraulics of open channel flow, New York, New York: John Wiley and Sons, 1999.
[3] S.C. Finkner, M.A. Nearing, G.R. Foster, J.E. Gilley, A Simplified Equation for Modeling Sediment Transport Capacity, Biological Systems Engineering Papers and Publications. 120 (1989) https://digitalcommons.unl.edu/biosysengfacpub/120
[4] N. Aziz, S. Prasad, Sediment Transport in Shallow Flows, J. Hydraul. Eng. 111 (1985).
[5] I. Celik, W. Rodi, Suspended sediment‐transport capacity for open channel flow, J. Hydraul. Eng. 117 (1991).
[6] C. Yang, S. Wan, Comparisons of selected bed material load formulas, J. Hydraul. Eng. 117 (1991).
[8] M. Ali, G. Sterk, M. Seeger, M. Boersema, P. Peters, Effect of hydraulic parameters on sediment transport capacity in overland flow over erodible beds, Hydrol. Earth Syst. Sci., 16 (2012) 591–601.
[9] N.T. McPherson, Identifying sediment transport potential and velocity profiles in the Carmel River using an ADP. Ph.D. thesis, Naval Postgraduate School, Monterey, California, USA, 2020.
[11] M. S. Al-Khafaji, A. S. Abbas, R. I. Abdulridha, Effect of Floating Debris on Local Scour at Bridge Piers, Eng. Technol. J. 34 (2016) 356-367.
[12] J. S. Maatooq, G. A. Kadhim, Evaluation of the Hydraulic Performance Indicators for Al- Ibrahim Irrigation Canal in the South of Iraq, Eng. Technol. J. 34 (2016) 623-635.
[13] T. S. Kayyun, H. M. Hadi, Modeling of Micro Hydroelectric Power Plants Utilizing Artificial Falls (Weirs) on Reach of Tigris River-Iraq, Eng. Technol. J. 34 (2016) 2106-2122.
[14] A. Molinas, B. Wu, Transport of sediment in large sand-bed rivers, Journal of hydraulic research, 39 (2001).
[15] A. H. Nama, Estimating the sediment transport capacity of Tigris River within Al Mosul City, Journal of Engineering, 17 (2011) 473–485.
[16] J. Kim, P.Y. Julien, U. Ji, J. Kang, Restoration modeling analysis for abandoned channels of the Mangyeong River, Journal of the Environmental Sciences, 20 (2011) 555-564.
DOI: 10.5322/JES.2011.20.5.555
[17] R. Hummel, J. Duan, S. Zhang, Comparison of unsteady and quasi-unsteady flow models in simulating sediment transport in an ephemeral Arizona stream. J Am Water Resour Assoc, 48 (2012) 987–998.
https://doi.org/10.1111/j.1752-1688.2012.00663.x
[18] Jayshree T., S.M. Yadav, S. Waikhom, Estimating the sediment transport capacity using HEC-RAS. Global Research Analysis, 2 (2013) 94-99.
[19] S.I. Khassaf, Mohammed j.A., Modeling of sediment transport upstream of Al-Shamia Barrage. International Journal of Scientific & Engineering Research, 6 (2015) 1338-1344.
[20] H. Abduljaleel, M.S. Al-Khafaji, A.H Nama, Sediment transport capacity of Tigris River within Baghdad City, Internationa Journal of Environmental and Water, 5 (2016) 97–107.
[21] H.S. Mohammed, A.M.U Alturfi, M.A. Shlash, Sediment transport capacity in Euphrates River at Al-Abbasia Reach using HEC-RAS model. International Journal of Civil Engineering and Technology, 9 (2018) 919-929.
http://iaeme.com/Home/journal/IJCIET
[22] T.S. Kayyun, D.H. Dagher, Potential sediment within a reach in Tigris River. International Journal of Hydraulic Engineering, 7 (2018) 22-32.
DOI: 10.5923/j.ijhe.20180702.02
[23] M.H. Daham, B.S. Abed, Simulation of sediment transport in the Upper Reach of Al-Gharraf River. International Conference on Geotechnical Engineering-Iraq. OP Conf. Series: Mater. Sci. Eng. 901,2020,012012.
doi:10.1088/1757-899X/901/1/012012
[25] V.K. Sissakian, S.F.A. Fouad, H.A. Al-Musawi, The influence of unstable slopes on the Stability of makhool dam – central Iraq, Iraqi Bulletin of Geology and Mining, 2 (2006) 31 – 44.
[26] M. Al-Murib, Application of CE-QUAL-W2 on Tigris River in Iraq. Master Of Science in Civil and Environmental Engineering, Portland State University, 2014.
[27] SCCCES (Swiss Consultants Consortium for Consulting Engineering Services), Study of operation of fatha dam and lake Tharthar and Optimization of Dam Height, 1985.
[28] USACE (U.S. Army Corps of Engineers), River Analysis System, Version 5.0.6, Hydrologic Engineering Center, Davis CA 95616, (2005).
[29] J.B. Fripp, P. Diplas, Surface sampling in gravel streams. J. Hydraul. Eng. X1993.119:473-490, by, ASCE (1993).
[30] J.B.Laronne, I. Reid, Y. Yitshak, L.E. Frostick, The non-layering of gravel streambeds under ephemeral flood regimes. J. Hydrol. 159 ( 1994.) 353-363.
[31] V.T. Chow, Open-channel hydraulics: New York, McGraw-Hill,1959.
[32] C. Santhi, J.G. Arnold, J.R. Williams, W.A. Dugas, R. Srinivasan, L.M. Hauck, Validation of the SWAT model on a large river basin with point and nonpoint sources. Journal of American Water Resources Association, 37(2001) 1169-1188.
[33] D. N. Moriasi, J.G. Arnold, M.W. Van Liew, R.L. Bingner, R.D. Harmel, T.L. Veith, Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Transactions of the American Society of Agricultural and Biological Engineers (ASABE), 50 (2007) 885−900.
[34] K. Kuntiyawichai, W. Sri-Amporn, C. Pruthong C. Quantifying consequences of land use and rainfall changes on maximum flood peak in the lower Nam Pong River basin. Advanced Materials Research, 931-932 (2014)791-796.
doi.org/10.4028/www.scientific.net/AMR.931-932.791
[35] P. Jiao, D. Xu, S. Wang, Y. Yu, S. Han, Improved SCS-CN method based on storage and depletion of antecedent daily precipitation. Water Resour. Manage. 29 (2015) 4753-4765.
[36] H. Akay, B. Koçyiğit, A.M. Yanmaz, a case study for determination of hydrological parameters in HEC-HMS in computing direct runoff. 12th International Congress on Advances in Civil Engineering (ACE) at Istanbul,2016.
[37] Nearing, M. A., Foster, G. R. & Lane, L. J. A process-based soil erosion model for USDA-water erosion prediction project technology. Trans ASAE. 32, 1587–1593 (1989).
[38] T.W. Lei, M.A. Nearing, K. Haghighi, V.F. Bralts, Rill erosion and morphological evolution: A simulation model. Water Resour Res, 34 (1998), 3157–3168.
[39] Z. Majeed , A.S. Abbas, I.A. Alwan, water flow simulation of Tigris River between Samara and Baghdad based on HEC-RAS model. Eng. Technol. J..39 (2021) 1882-1893.
http://doi.org/10.30684/etj.v39i12.1804
[40] R. J. Zhang, J. H. Xie, W.B. Chen, River Mechanics. China: Wuhan University Press (in Chinese), 2007.
[42] C.T Yang, Sediment Transport: Theory and Practice. McGraw-Hill, New York,1996.
[43] L.C. Rijn, Principles of Sediment Transport in Rivers, Estuaries, Coastal Seas and Oceans. International Institution for Infrastructural, Hydraulic, and Environmental Engineering. Delft, Netherlands ,1993.