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Review and state of the art for the hydro-morphological modeling of transboundary rivers, Tigris River as a case study

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Abstract

Worldwide, many transboundary rivers suffer from massive changes in morphology due to climate change and increase in the number of hydraulic structures by the riparian countries. In Iraq, the sever hydro-morphological change in the Tigris River during the last 50 years intensified the need to conduct a comprehensive review and assessment for the available methods and modeling tools and carried out studies to investigate the morphological changes in this river. To this end, the main hydro-morphological theories, methods, modeling approaches, and tools were reviewed, as well as the hydrodynamic and morphological studies of the river. This review indicated that most of studies concerned with the Tigris River followed the traditional procedures such as field measurements and field geometry surveying or analyzing an old data obtained from other studies. Also, integral employment of the field measurements with recent modeling techniques and tools was rarely applied. Furthermore, there is no scientific cooperation between the riparian countries and their contribution in common studies almost non-existent. Consequently, most of the Tigris River’s reaches were not included in the measurements and field surveys. However, only the reaches within the main cities along the river were included in these surveys. This paper indicates that high priority should be given to the comprehensive field survey and morphological characteristic measurements. As well as recent investigation and modeling tools must be integrally used. These findings highlight the main challenges facing this issue. This is very important to determine the aspects of support and cooperation between the riparian countries to ensure the sustainable management of the transboundary rivers’ basins.

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References

  • Abdelbasset M, Abderrahim L, Abdel_Ali C, Abdellah B, Lahcen B, Laila, B (2015) Integration of gis and HEC-RAS in floods modeling of the Ouergha River, Northern Morocco. European Scientific Journal (ESJ) 11 (2): 196–204. https://doi.org/10.19044/esj.2018.v14n12p130

  • Abduljaleel H, Ala A-K, HN, (2016) Sediment transport capacity of Tigris River within Baghdad City. Internationa Journal of Enviromental and Water, IJEW 5(3):97–107

    Google Scholar 

  • Aboodi AH, Dawood AS, Abbas SA (2009) Prediction of Tigris River stage in Qurna, south of Iraq, using artificial neural networks. Engeering and Technology Journal 27 (13): 2448–2456. http://www.uotechnology.edu.iq/tec_magaz/volume272009/No.13,2009/researches/Text (13).pdf.

  • Acharya A, Duan JG (2011) Three dimensional simulation of flow field around series of spur dikes. World Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability - Proceedings of the 2011 World Environmental and Water Resources Congress 2 (7): 2085–2094. https://doi.org/10.1061/41173(414)218

  • Aher SP, Bairagi SI, Deshmukh PP, Gaikwad RD (2012) River change detection and bank erosion identification using topographical and remote sensing data. International Journal of Applied Information Systems 2(3):1–7

    Google Scholar 

  • Ahmad HF, Alam AB, Sultan M, Ahmad S (2016) One dimensional steady flow analysis using HEC-RAS - a case of River Jhelum, Jammu and Kashmir. European Scientific Journal (ESJ) 12 (32): 340. https://doi.org/10.19044/esj.2016.v12n32p340

  • Ahrens SR, Maidtmen DR (1999) Flood forecasting for the Buffalo Bayou using CRWR-PrePro and HEC-HMS. Bureau of Engineering Research. University of Texas at Austin. Austin. http://www.crwr.utexas.edu/online.html.

  • Al Khafaji MS (2008) Evaluating the hydraulic performance of AlMsharah River. Eng Technol 26(3):338

    Google Scholar 

  • Al-Aboodi AH, Ibrahim HT, Abbas SA (2019) An empirical formula for estimating of suspended sediment transport in upstream of Al-Amarah Barrage using Pi Theo. Journal of Engineering and Applied Sciences (JEAS) 14(19):7159–7164

    Article  Google Scholar 

  • Alakaam IS (2016) A study of some morphological characteristics of the Tigris River in the city of Baghdad. Journal of the College of Education for Women, Vol. 27, no. 3, Jan. 2019, https://jcoeduw.uobaghdad.edu.iq/index.php/journal/article/view/195..

  • Al-Ansari NA (2016) Hydro-politics of the Tigris and Euphrates Basins. Engineering 08(03):140–172. https://doi.org/10.4236/eng.2016.83015

    Article  Google Scholar 

  • Al-Ansari NA, Knutsson S (2011) Toward prudent management of water resources in Iraq. Journal of Advanced Science and Engineering Research (JASER) 1:53–67

    Google Scholar 

  • Al-Ansari NA, Ali AA, Al-Suhail Q, Knutsson S (2015) Flow of River Tigris and its effect on the bed sediment within Baghdad. Iraq Open Engineering 5(1):465–477. https://doi.org/10.1515/eng-2015-0054

    Article  Google Scholar 

  • Al-Ansari NA, Rimawi O (1997) The influence of the Mosul Dam on the bed sediments and morphology of the River Tigris. Human impact on erosion and sedimentation. Proc. international symposium, Rabat, Morocco, 1997 245 (245): 291–300.

  • Al-Ansari NA, Ali SH Taqa AS (1979) Sediment discharge of the River Tigris at Baghdad (Iraq). The hydrology of areas of low precipitation. Proc. Canberra symposium, December 1979, (International Association of Hydrological Sciences, Washington DC; IAHS-AISH Publication 128) (July): 399–407.

  • Al-Ansari NA, AlJawad S, Adamo N, Sissakian, VK, Laue J and Knutsson S (2018) Water quality within the Tigris and Euphrates Catchments. Journal of Earth Sciences and Geotechnical Engineering, vol . 8, no. 3, 2018, 95–121 ISSN: 1792–9040 (print version), 1792–9660 (online) Scienpress Ltd.

  • Ali AA, Al-Ansari NA, Knutsson S (2012) Morphology of Tigris River within Baghdad City. Hydrol Earth Syst Sci 16(1):1–8. https://doi.org/10.5194/hess-16-1-2012

    Article  Google Scholar 

  • Ali AA, Al-Suhail Q, Al-Ansari NA, Knutsson S (2014) Evaluation of dredging operations for Tigris River within Baghdad, Iraq. Journal of Water Resource and Protection (JWARP) 06(04):202–213. https://doi.org/10.4236/jwarp.2014.64026

    Article  Google Scholar 

  • Ali AA, Al-Ansari, NA, Al-Suhail Q, Knutsson S (2020) Spatial total load rating curve for a large river: a case study of the Tigris River at Baghdad. International Journal of River Basin Management (JRBM) 18 (3). Taylor & Francis: 363–376. https://doi.org/10.1080/15715124.2019.1653305.

  • Ali AA (2016) Three dimensional hydro-morphological modeling of Tigris River. Lulea University of Technology.

  • Al-Khafaji MS, Al-Chalabi RD (2020) Impact of climate change on the spatiotemporal distribution of stream flow and sediment yield of Darbandikhan Watershed, Iraq. Engineering and Technology Journal 38 (2A): 265–276. https://doi.org/10.30684/etj.v38i2A.156.

  • Al-Madhhachi AT, Rahi KA, Leabi WK (2020) Hydrological impact of ilisu dam on Mosul Dam; the river Tigris. Geosciences (switzerland) 10(4):1–14. https://doi.org/10.3390/geosciences10040120

    Article  Google Scholar 

  • Al-Tahir MT, Khayyun TS (2021) Effect of Tigris River’s stage on the groundwater level. Engineering and Technology Journal (ETJ) 39 (7): 1041–1051. https://doi.org/10.30684/etj.v39i7.442.

  • Al-Taiee TM (1990) The influence of a dam on the downstream degradation of a river bed: case study of the Tigris River. Hydrology in Mountainous Regions II 194:153–160

    Google Scholar 

  • Al-Taiee TM, Al-Hamdani A (2007) Morphological variations of a certain Tigris River reach for different periods in Iraq. Tikrit Journal of Eng Science 14(1):104–120

    Google Scholar 

  • Al-waeli LK (2019) Experimental and numerical investigation of the morphological characteristics in meandering of a River. University of Technology .

  • Arash A, Hesam F, Amir R (2016) Role of construction of large dams on river morphology (case study: the Karkheh dam in Iran). Arabian Journal of Geosciences 9 (15). Arab J Geosci. http://dx.doi.org/https://doi.org/10.1007/s12517-016-2693-2.

  • Arthun D, Zaimes GΝ, Martin J (2013) Temporal river channel changes in the Gila Box Riparian National Conservation Area, Arizona. USA Phys Geogr 34(1):60–73. https://doi.org/10.1080/02723646.2013.778689

    Article  Google Scholar 

  • ASCE (2008) ASCE manuals and reports on engineering practice No. 54, sedimentation engineering. Edited by Marcelo H. Garcia. ASCE. Reston, Virginia: ASCE.

  • Ateeq-Ur-Rehman S, Meylemans J, Swinnen W, Broothaerts N, Verstraeten G (2020) Numerical modelling of the effects of change in river channel morphology on flooding frequency in the Dijle valley, Belgium, using TELEMAC-2D modelling system. In TELEMAC-MASCARET, 40–45. Belgium: International Marine & Dredging Consultants.

  • Atya AH (2008) Open channel flow simulation (sedimentation problem in Rosaries Dam). University of Khartoum.

  • Bakker M, Costa A, Silva TA, Stutenbecker L, Girardclos S, Loizeau JL, Molnar P, Schlunegger F, Lane SN (2018) Combined flow abstraction and climate change impacts on an aggrading Alpine River. Water Resour Res 54(1):223–242. https://doi.org/10.1002/2017WR021775

    Article  Google Scholar 

  • Balas L, Özhan E (2002) Three-dimensional modelling of stratified coastal waters. Estuar Coast Shelf Sci 54(1):75–87. https://doi.org/10.1006/ecss.2001.0832

    Article  Google Scholar 

  • Bardhan M (1993) Channel stability of Barak river and its tributaries between Manipur-Assam and Assam- Bangladesh borders as seen from satellite imagery, Proc. Nat. Syrup. on Remote Sensing Applications for resource Management with special emphasis on N.E. region. Guwahati, Nov 25–27:481–485

    Google Scholar 

  • Batalla R, Iroumé A, Hernández M, Llena M, Mazzorana B, Vericat D (2018) Recent geomorphological evolution of a natural river channel in a Mediterranean Chilean basin. Geomorphology 303:322–337. https://doi.org/10.1016/j.geomorph.2017.12.006

    Article  Google Scholar 

  • Betancur-Pérez G, Toro-Botero FM, Gómez-Giraldo A (2016) Methodology for hydrodynamic model selection. Case study: spatial variability of the thermal structure in the Riogrande II tropical reservoir, Colombia. DYNA (Colombia) 83 (198): 154–164. https://doi.org/10.15446/dyna.v83n198.50400.

  • Bhuiyan MA, Takashi K, Shigeyuki S (2015) Application of remote sensing and GIS for evaluation of the recent morphological characteristics of the lower Brahmaputra-Jamuna River. Bangladesh Earth Science Informatics 8(3):551–568. https://doi.org/10.1007/s12145-014-0180-4

    Article  Google Scholar 

  • Bilgen A (2019) The Southeastern Anatolia project (GAP) in Turkey: an alternative perspective on the major rationales of GAP. Journal of Balkan and Near Eastern Studies 21 (5). Routledge: 532–552. https://doi.org/10.1080/19448953.2018.1506287.

  • Biswas M, Banerjee P (2018) Bridge construction and river channel morphology—a comprehensive study of flow behavior and sediment size alteration of the River Chel, India. Arab J Geosci 11 (16). https://doi.org/10.1007/s12517-018-3789-7.

  • Blake SH (2001) An unsteady hydraulic surface water model of the lower Cosumnes River, California for the investigation of floodplain dynamics. University of California, California, Davis

    Google Scholar 

  • Brière C, Giardino A, van der Werf JJ (2010) Morphological modeling of bar dynamics with Delft3d: the quest of optimal free parameter settings using an automatic calibration technique. Costal Engineering: 1–12.

  • Bui VH, Bui MD, Rutschmann P (2019) Advanced numerical modeling of sediment transport in gravel-bed rivers. Water (Switzerland) 11 (3). https://doi.org/10.3390/w11030550.

  • Casulli V, Cheng RT (1992) Semi-implicit finite difference methods for three-dimensional shallow water flow. Int J Numer Meth Fluids 15(6):629–648. https://doi.org/10.1002/fld.1650150602

    Article  Google Scholar 

  • Chabuk A, Al-Madhlom Q, Al-Maliki A, Al-Ansari NA, Musa HH, Laue J (2020) Water quality assessment along Tigris River (Iraq) using water quality index (WQI) and GIS software. Arab J Geosci 13 (14). https://doi.org/10.1007/s12517-020-05575-5.

  • Chao X, Jia Y, Hossain AA (2016) Numerical modeling of sediment transport and its effect on algal biomass distribution in lake pontchartrain due to flood release from Bonnet Carre’ Spillway. Journal of Geoscience and Environment Protection 04 (0): 64–79. https://doi.org/10.4236/gep.2016.49006.

  • Charlotte A (2002) Assessment of Delft3d morphodynamic model during Duck94. Naval Postgraduate School.

  • Chowdhury S, Kjelds J (2002) Simulation of coastal flooding with MIKE 11 and HEC-UNET. Solutions to Coastal Disasters 2002: 205–214. https://doi.org/10.1061/40605(258)19

  • Cui X, Guo X, Wang Y, Wang X, Zhu W, Shi J, Lin C, Gao X (2019) Application of remote sensing to water environmental processes under a changing climate. J Hydrol 574:892–902. https://doi.org/10.1016/j.jhydrol.2019.04.078

    Article  Google Scholar 

  • Cui T, Fuqiang T, Tao Y, Jie W, Mohd YA (2020) Development of a comprehensive framework for assessing the impacts of climate change and dam construction on flow regimes. Journal of Hydrology 590 (August). Elsevier: 125358. https://doi.org/10.1016/j.jhydrol.2020.125358.

  • Cunge JA, Holly FM Jr, Verwey A (1980) Practical aspects of computational rive hydraulics. Pitman Publishing INC, Boston London- Melbourne

    Google Scholar 

  • Cunningham S, Mac Nally R, Read J, Baker P, White M, Thomson J, Griffioen P (2009) A robust technique for mapping vegetation condition across a major river system. Ecosystems 12(2):207–219. https://doi.org/10.1007/s10021-008-9218-0

    Article  Google Scholar 

  • Dallmeier Aa, Reisenbüchler M, Duc BM, Rutschmann P (2020) Numerical modelling of sediment transport at weirs. In Telemac-Mascaret, 9–13. Belgium: International Marine & Dredging Consultants.

  • Deng XY, Li WF (2012) Application of HEC-RAS model for evaluation of flood control of Mijiang Super-long Bridge. South-to-North Water Diversion and Water Science and Technology 1:34

    Google Scholar 

  • Du Z, Bin L, Feng L, Wenbo L, Weidong T, Hailei W, Yuanmiao G, Bingyu S, Xiaoming Z (2012) Estimating surface water area changes using time-series Landsat data in the Qingjiang River Basin. China Journal of Applied Remote Sensing 6(1):063609. https://doi.org/10.1117/1.jrs.6.063609

    Article  Google Scholar 

  • Einstein HA (1950). The bed-load function for sediment transportation in open channel flows. ‎Technicai. Bulletin No. 1026, Septehbes

  • Fattah AH, Suntoyo DHA, Wahyudi, (2018) Hydrodynamic and sediment transport modelling of Suralaya Coastal Area, Cilegon. Indonesia IOP Conf Series: Earth and Environmental Science. https://doi.org/10.1088/1755-1315/135/1/012024

    Article  Google Scholar 

  • Friedman JM, Osterkamp WR, Michael LS, Gregor TA (1998) Downstream effects of dams on channel geometry and bottomland vegetation: regional patterns in the Great Plains. Wetlands 18(4):619–633. https://doi.org/10.1007/BF03161677

    Article  Google Scholar 

  • Fryirs A Arthington A, Grove JR (2008) Principles of river condition assessment. Edited by a Brierley, J, and Fryirs. Book. 1ed.Island Press.

  • Fuller I (2007) River and channel morphology: technical report prepared for Horizons Regional Council (Measuring and monitoring channel morphology). Massey University.

  • Geohydraulique (1977) Tigris River training project within Baghdad City. Vol. 7. Paris. Report submitted to the Iraqi Ministry of Irrigation (Hard Copy, not available online, available at the library of the Ministry of Water Resources).

  • Gilvear DJ, Davids C, Tyler AN (2004) The use of remotely sensed data to detect channel hydromorphology; River Tummel. Scotland River Res Appl 20(7):795–811. https://doi.org/10.1002/rra.792

    Article  Google Scholar 

  • Gole CV, Chitale SV (1996) Inland delta building activity of Kosi River. Journal of the Hydraulics Division. Am Soc Civil Eng 92:111–126

    Google Scholar 

  • Gouta N, Maurel F (2002) A finite volume solver for 1D shallow-water equations applied to an actual river. Int J Numer Meth Fluids 38(1):1–19. https://doi.org/10.1002/fld.201

    Article  Google Scholar 

  • Graf WL (2006) Downstream hydrologic and geomorphic effects of large dams on american rivers. Geomorphology 79:336–360

    Article  Google Scholar 

  • Grozav A, Beilicci R, Beilicci E (2017) Modelling of sediment transport of the Mehadica River, Caras Severin County, Romania. IOP Conference Series: Materials Science and Engineering 245(3). https://doi.org/10.1088/1757-899X/245/3/032030.

  • Guan M, Wright NG, Sleigh PA, Carrivick JL (2015) Assessment of hydro-morphodynamic modelling and geomorphological impacts of a sediment-charged jökulhlaup, at Sólheimajökull, Iceland. J Hydrol 530:336–349. https://doi.org/10.1016/j.jhydrol.2015.09.062

    Article  Google Scholar 

  • Guan M, Ahilan S, YU D, Yong P, Nigel W, (2018) Numerical modelling of hydro-morphological processes dominated by fine suspended sediment in a stormwater pond. J Hydrol 556:87–99. https://doi.org/10.1016/j.jhydrol.2017.11.006

    Article  Google Scholar 

  • Guan, M, Wright NG, Sleigh AP (2013) A robust 2D shallow water model for solving flow over complex topography using homogenous flux method. Int. J. Numer. Meth. Fluids 73 (1): 225–249. wileyonlinelibrary.com. https://doi.org/10.1002/fld.3795.

  • Haddad H, Jodeau M, Claude N, Antoine G, Legout C (2020) Fine sediment deposits in gravel bed rivers: sensitivity analysis to particle properties using a 2D hydrodynamic and sediment model. In TELEMAC-MASCARET, 35–39. Belgium: International Marine & Dredging Consultants.

  • Haghiab AH, Zaredehdasht E (2012) Evaluation of HEC-RAS ability in erosion and sediment transport forecasting. World Applied Sciences Journal 17 (11): 1490–1497. http://lu.ac.ir/usersfiles/455153.4822934.2345995.13351.pdf.

  • Haschenburger JK (2012) Sediment transport modeling of channel scale geomorphic processes: final report for TWDB Contract No. 1004831127. Texas.

  • Hassan MA, Michael C, Thomas EL, Francesco B, Lee B, Gordon EG (2005) Sediment transport and channel morphology of small forested streams. J Am Water Resour Assoc 1(1):853–876

    Article  Google Scholar 

  • Hassan BA, Alsalman IM (2016) Follow-up to the overlap between human activities and the variation in the physio-chemical characteristics of the sector of Tigris River between Baghdad and El-Dejail. Engineering 34 (3 Part B): 97–115.

  • Holmquist-johnson, Christopher L (2002) Application of Gstar-1D sediment transport model on the Middle Rio Grande , Nm - San Acacia Diversion Dam To Elephant Butte. Computing.

  • Horritt MS, Bates PD (2002) Evaluation of 1D and 2D numerical models for predicting river flood inundation. J Hydrol 268(1–4):87–99. https://doi.org/10.1016/S0022-1694(02)00121-X

    Article  Google Scholar 

  • Huang J, Greimann BP, Bauer T (2006) Development and application of GSTAR-1D. In Proceedings of the Eighth Federal Interagency Sedimentation Conference (8thFISC), April 2–6, 1–7. Reno: NV, USA.

  • Hupp CR, Edward RS, Jean MR, Robert KP, Philip AT (2009) Bank erosion along the dam-regulated lower Roanoke River, North Carolina. Special Paper of the Geological Society of America 451 (06): 97–108. https://doi.org/10.1130/2009.2451(06).

  • Huybrechts N, Villaret C, Hervouet J (2010) Comparison between 2D and 3D modelling of sediment transport: application to the dune evolution. In River Flow, 887–893. Braunschweig, Germany: Université Paris Est, joint research unit EDF R&D LNHE – CETMEF – Ecole des Ponts Paris Tech.

  • Ibitoye MO (2021) A remote sensing-based evaluation of channel morphological characteristics of part of lower river Niger. Nigeria SN Appl Sci 3:340. https://doi.org/10.1007/s42452-021-04215-1

    Article  Google Scholar 

  • Idfi G, Wahyono ID, Yulistyorini A, Khomsiati NL (2019) The comparative study of flood modelling with the unsteady and the steady flow on Ngotok river. IOP Conference Series: Materials Science and Engineering 669 (1). https://doi.org/10.1088/1757-899X/669/1/012018.

  • IMoWR and Mosul University (2009) Records of field observations. Report Submitted to the Iraqi Ministry of Irrigation, Vol. 54, hard copy, not available online, not available online, available according an official request in the library of the Ministry of Water Resources, Baghdad, Iraq.

  • IMoWR (2005) The encyclopaedia of irrigation in Iraq. Hard Copy, not available online, available according an official request in the library of the Ministry of Water Resources, Baghdad, Iraq.

  • IMoWR (Iraqi Ministries of Water Resources) (2014a) The strategic study for water and land resources in Iraq, reservoirs operation report B1, water management system model (WMSM). Hard Copy, not available online, available according an official request in the library of the Ministry of Water Resources. Baghdad, Iraq.

  • IMoWR (2014b) Cross-sectional survey data. Hard Copy, not available online, available according an official request in the library of the Ministry of Water Resources, Baghdad, Iraq.

  • IMoWR (2020) Annual flow rate for Tigris River at Sarai Gauging Station for the period 1930–2019. Hard Copy, not available online, available according an official request from the National Center of Water Resources Management of the Ministry of Water Resources, Baghdad, Iraq.

  • Isabel L, Ramon L (2013) 2D numerical modelling of sediment transport with non uniform material. Norwegian University of Science and Technology.

  • Issa IE, Al-Ansari NA, Sherwany G, Knutsson S (2014) Expected future of water resources within Tigris-Euphrates Rivers Basin, Iraq. J Water Resour Prot 06(05):421–432. https://doi.org/10.4236/jwarp.2014.65042

    Article  Google Scholar 

  • Jia Y, Wang SS (1999) Numerical model for channel flow and morphological change studies. J Hydraul Eng 125(9):924–933. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:9(924)

    Article  Google Scholar 

  • Jia Y, Kitamura T, Wang SS (2001) Simulation of scour process in plunging pool of poose ped-Material. Journal of Hydraulic Engineering 127(March):219–229

    Article  Google Scholar 

  • Jia Y, Wang SS, Xu Y (2002) Validation and application of a 2D model to channels with complex geometry. Int J Comput Eng Sci 3(1):57–71

    Google Scholar 

  • Jia Y, Scott S, Xu Y, Huang S, Wang SS (2005) Three-dimensional numerical simulation and analysis of flows around a submerged weir in a channel bendway. J Hydraul Eng 131(8):682–693. https://doi.org/10.1061/(asce)0733-9429(2005)131:8(682)

    Article  Google Scholar 

  • Juracek KE, Bowen MW (2010) Channel geomorphic responses to distribances assessed. In 2nd Joint Federal Interagency Conference., 1–10. Las Vegas, NV.

  • Kamanbedast AA, Nasrollahpour R, Mashal M (2013) Estimation of sediment transport in rivers using CCHE2D model (Case study: Karkheh River). Indian Journal of Science and Technology 6 (2): 138–141. https://doi.org/10.17485/ijst/2013/v6i2.9.

  • Kamel A (2008) Application of a hydrodynamic Mike11 model for the Euphrates River in Iraq. Slovak J Civil Eng 1(1):1–7

    Google Scholar 

  • Kappadi P, Nagaraj MK (2020) Hydraulic modeling of rver discharge subjected to change in riverbed morphology. In applications of geomatics in civil engineering., Vol. 33. 165–174. Springer Singapore. https://doi.org/10.1007/978-981-13-7067-0_12.

  • Karim MF, Kennedy JF (1982) A computer based flow and sediment routing model for alluvial streams and its application to the Missouri River. Iowa Instatute of Hydraulic Research, University of Iowa, Iowa

    Google Scholar 

  • Kayyun TS, Dagher DH (2018) Potential sediment within a reach in Tigris river. International Journal of Hydraulic Engineering 7(2):22–32. https://doi.org/10.5923/j.ijhe.20180702.02

    Article  Google Scholar 

  • Khaleel MS (1986) Analysis of surface layer material of Tigris River at Mosul City. Irrigation and Drainage Department, University of Mosul, Iraq, College of Engineering

    Google Scholar 

  • Khassaf SI, Hassan AA (2014) Suspended sediment transport formula for the upstream of Al-Amarah Barrage. International Journal of Engineering Research & Technology (IJERT) 3(12):1129–1133

    Google Scholar 

  • Khayyun TS, Mouhamed N (2018) Three dimensional modeling of sediment transport upstream of Al-Betera Regulator-Iraq. Journal of Engineering and Sustainable Development (05):215–238. https://doi.org/10.31272/jeasd.2018.5.16

  • Kim Z (2013) Assessment of riverbed change due to the operation of a series of gates in a natural river. Texas A&M University. Available electronically from https://hdl.handle.net/1969.1/149327.

  • Kirikche EM (1985) Sediment characteristics of Tigris River between Zakho and Fatha. University of Mosul.

  • Kiss T, Balogh M (2015) Characteristics of oint-bar development under the influence of a dam: case study on the Dráva River at Sigetec. Croatia Journal of Environmental Geography 8(1–2):23–30. https://doi.org/10.1515/jengeo-2015-0003

    Article  Google Scholar 

  • Kleinhans MG (2005) Flow discharge and sediment transport models for estimating a minimum timescale of hydrological activity and channel and delta formation on Mars. Journal of Geophysical Research E: Planets 110(12):1–23. https://doi.org/10.1029/2005JE002521

    Article  Google Scholar 

  • Klumpp C, Huang J, Greimann B P (2005) Sediment model of the Arroyo Pasajero and California Aqueduct. U.S. Bureau of Reclamation report prepared for the California Department of Water Resources. California.

  • Kowalczuk Z, Świergal M, Wróblewski M (2018) River flow simulation based on the HEC-RAS system. Advances in Intelligent Systems and Computing 635:253–266. https://doi.org/10.1007/978-3-319-64474-5_21

    Article  Google Scholar 

  • Krasovskaia I, Gottschalk L (2002) River flow regimes in a changing climate. Hydrol Sci J 47(4):597–609. https://doi.org/10.1080/02626660209492962

    Article  Google Scholar 

  • Kwan S, Vasquez JA, Millar RG, Steffler PM (2010) A two-dimensional finite element river morphology model. In Proceedings of the 2nd Joint Federal Interagency Conference. Las Vegas, NV, June 27 - July 1, 2010. http://acwi.gov/sos/pubs/2ndJFIC/Contents/P35_KWAN_123109_paper.pdf.

  • Lai, YG, Wu K (2019) A three-dimensional flow and sediment transport model for free-surface open channel flows on unstructured flexible meshes. Fluids 4 (1). https://doi.org/10.3390/fluids4010018.

  • Lea D, Yeonsu K, Hyunuk A (2019) Case study of HEC-RAS 1D–2D coupling simulation: 2002 Baeksan flood event in Korea. Water (switzerland) 11(10):1–14. https://doi.org/10.3390/w11102048

    Article  Google Scholar 

  • Lee, SK, Dang TA, Le VT (2019) Assessment of river morphological change for Co Chien Estuary applying the CCHE2D Model. Journal of the Indian Society of Remote Sensing 47 (10). Springer India: 1623–1632. https://doi.org/10.1007/s12524-019-01008-3

  • Liang Q (2010) Flood simulation using a well-balanced shallow flow model. J Hydraul Eng 136(9):669–675. https://doi.org/10.1061/(asce)hy.1943-7900.0000219

    Article  Google Scholar 

  • Maatooq JS, Hameed L. (2020) 2D model to investigate the morphological and hydraulic changes of meanders. Engineering and Technology Journal 38 (1A): 9–19. https://doi.org/10.30684/etj.v38i1a.95.

  • Maatooq JS, Hameed L (2019) Identifying the pool-point bar location based on experimental investigation. Journal of Water and Land Development 43(1):106–112. https://doi.org/10.2478/jwld-2019-0068

    Article  Google Scholar 

  • Merritt WS, Letcher RA, Jakeman AJ (2003) A review of erosion and sediment transport models. Environ Model Softw 18(8–9):761–799. https://doi.org/10.1016/S1364-8152(03)00078-1

    Article  Google Scholar 

  • Michael N (2020) Remote sensing and GIS techniques to monitor morphological changes along the middle-lower Vistula River. Poland, International Journal of River Basin Management,. https://doi.org/10.1080/15715124.2020.1742137

    Article  Google Scholar 

  • Moerman E (2011) Long-term morphological modelling of the Mouth of the Columbia River. Delft,: Delft University of Technology.

  • Mohammadpour R, Ghani A, Azamathulla HM (2013) Numerical modeling of 3-D flow on porous broad crested weirs. Applied Mathematical Modelling 37 (22). Elsevier Inc.: 9324–9337. http://dx.doi.org/https://doi.org/10.1016/j.apm.2013.04.041.

  • Mool P, Popescu I, Giri S, Omer A, Sloff K, Kitamura Y, and Solomatine D (2017) Delft3D morphological modelling of sediment management in daily peaking run-of-the-river hydropower (PROR) reservoirs in Nepal. 85th Annual Meeting of International Commission of Large Dams (i).

  • Morianou GG, Kourgialas NN, George PK, Nikolaos P. Nikolaidis NP (2018) Assessing hydro-morphological changes in Mediterranean stream using curvilinear grid modeling approach - climate change impacts. Earth Science Informatics 11 (2). Earth Science Informatics: 205–216. http://dx.doi.org/https://doi.org/10.1007/s12145-017-0326-2.

  • Morris GL, Jiahua F (2010) Reservoir sedimentation handbook. McGraw-Hill Book Co., New York

    Google Scholar 

  • Muhammad N, Adnan MS, Yosuff MAM, Ahmad KA (2019) A review of field methods for suspended and bedload sediment measurement. World Journal of Engineering 16(1):147–165. https://doi.org/10.1108/WJE-07-2018-0226

    Article  Google Scholar 

  • Naik SD, Chakravorty SK, Bora T and Hussain (1999) Erosion at Kaziranga National Park, Assam, a study based on multitemporal satellite data. Project Report. Space Application Centre (ISRO) Ahmedabad and Brahmaputra Board, Guwahati.

  • Najib Y E (1980) Characteristics of Tigris River at Mosul. University of Mosul.

  • Nama AH (2011) Estimating the sediment transport capacity of Tigris River within Al Mosul City. Journal of Engineering 17(3):473–485

    Google Scholar 

  • Nama AH, Abdulhussain Z (2015) Riverbed scour due to accumulation of floating debris on Al-Msharah Bridge. Al-Nahrain University, College of Engineering Journal 18(1):16–25

    Google Scholar 

  • Nedico, (1958) Study of the navigation in Tigris River between Baghdad and Mosul. Netherland, Amsterdam

    Google Scholar 

  • Nedico (1976) Navigation study Tigris River, Mosul-Baghdad Reach, Planning Report. Netherland, Amsterdam.

  • Negm A, Mohamed E, Reham E, Neama A, Shenouda G, Kamal A (2017) Morphological variation of the Nile River first and second reaches using RS/GIS techniques. Handbook of Environmental Chemistry 56:147–169. https://doi.org/10.1007/698_2016_126

    Article  Google Scholar 

  • Newson MD, Large A (2006) ‘Natural’ rivers, ‘hydromorphological quality’ and river restoration: a challenging new agenda for applied fluvial geomorphology. Earth Surf. Process. Landforms31 (13): 1606–1624. http://dx.doi.org/https://doi.org/10.1002/esp.1430.

  • Nguyen VT, Yun N (2016) Numerical investigation of sediment transport and bedmorphology on a stretch of Nakdong River. Procedia Engineering 154. The Author(s): 550–556. http://dx.doi.org/https://doi.org/10.1016/j.proeng.2016.07.551.

  • Ogras S, Onen F (2020) Flood analysis with HEC-RAS: a case study of Tigris River. Advances in Civil Engineering 2020:13. https://doi.org/10.1155/2020/6131982

    Article  Google Scholar 

  • Othman KI, Bilal AA, Suliman YA (2012) Morphologic characteristics of Tigris River within Mosul City. Tikrit Journal of Eng Sciences 19(3):36–54 ((In arabic))

    Article  Google Scholar 

  • Othman KI, Deguan W (2004) Characteristics of Tigris River bed at Mosul City, Iraq. Journal of Lake Sciences 16 (Z1): 61–70. https://doi.org/10.18307/2004.sup08.

  • Parsapour-Moghaddam P, Rennie CD, Slaney J (2018) Hydrodynamic simulation of an irregularly meandering gravel-bed river: comparison of MIKE 21 FM and Delft3D flow models. E3S Web of Conferences 40: 1–8. http://dx.doi.org/https://doi.org/10.1051/e3sconf/20184002004.

  • Pinel S, Cherif F, Meslard F, Labrousse C, Bourrin F (2020) Development of a hydro-morphodynamic model for simulation of bed load and morphological changes of flash-floods (Têt River, France). In TELEMAC-MASCARET, 46–52. Belgium: International Marine & Dredging Consultants.

  • Proffitt GT Sutherland AJ (1983) Transport of non-uniform sediments. Journal of Hydraulic Research (October 2014): 33–43. http://dx.doi.org/https://doi.org/10.1080/00221688309499448.

  • Rahuel JL, Holly FM, Chollet JP, Belleudy PJ, Yang G (1989) Modeling of riverbed evolution for bedload sediment mixtures. J Hydraul Eng 115(11):1521–1542

    Article  Google Scholar 

  • Rasheed AMM, Mohammed NA (2013) Two dimensional mathematical models to simulation Tigris River upstream Third Bridge in Mosul City. Al-Rafidain Engineering Vol.21 21 (1): 7–19.

  • Rowland JC, Shelef E, Pope PA, Muss J, Gangodagamage C, Brumby SP, Wilson CJ (2016) A morphology independent methodology for quantifying planview river change and characteristics from remotely sensed imagery. Remote Sens Environ 184:212–228. https://doi.org/10.1016/j.rse.2016.07.005

    Article  Google Scholar 

  • Sanford J P (2007) Dam regulartions effects on sand bar migration on the Missouri River. University of Montana.

  • Sarma JN, Basumallick S (1980) Bankline migration Of Burhi Dihing River. Assam Ind J Ear Sci 11(3&4):199–206

    Google Scholar 

  • ShahiriParsa A, Noori M, Mohammad H, Rashidi M (2016) Floodplain zoning simulation by using HEC-RAS and CCHE2D models in the Sungai Maka River. Air, Soil and Water Research 9:55–62. https://doi.org/10.4137/ASWR.S36089

    Article  Google Scholar 

  • Shamkhi M, Noory A (2018) Study of suspended sediment transport at Tigirs River upstream Kut Barrage (Iraq). In International Conference on Civil Engineering, Architecture and Urban Development Management in Iran. Iran-Tahran.

  • Shen D, Jia Y, Bingner AM, RL, (2016) GIS-based channel flow and sediment transport simulation using CCHE1D coupled with AnnAGNPS. J Hydraul Res 54(5):567–574. https://doi.org/10.1080/00221686.2016.1168883

    Article  Google Scholar 

  • Shen D, Altinakar M, Jia Y, Li H, Wu W (2013) New features of CCHE1D version 3.2. In Mid-South Annual Engineering and Sciences Conference (MAESC 2013), University of Mississippi. Mississippi.

  • Sheng YP (1983) Mathematical modeling of three-dimensional coastal currents and sediment dispersion: model development and application. Woods Hole Oceanographic Instatution, Massachusetts. https://www.biodiversitylibrary.org/bibliography/47598.

  • Shrestha S, Imbulana N, Piman T, Chonwattana S, Ninsawat S, Babur M (2020) Multimodelling approach to the assessment of climate change impacts on hydrology and river morphology in the Chindwin River Basin, Myanmar. Catena 188 (January). Elsevier: 104464. https://doi.org/10.1016/j.catena.2020.104464.

  • Sissakian VK, Abdul Jab’bar MF, Al-Ansari NA, Knutsson S (2014) Meandering of tributaries of the Tigris River due tomass movements within Iraq. Engineering 06(11):712–730. https://doi.org/10.4236/eng.2014.611070

    Article  Google Scholar 

  • Snead D. (2000) Flood analysis using MIKE 11 Software of Mill Creek. Cincinnati, Ohio, Cincinnati.

  • Spasojevic M, Holly FM (1994) Three-dimensional numerical simulation of mobile bed hydrodynamics. Iowa.

  • Sulaiman SO, Al-Ansari NA, Shahadha A, Ismaeel R, Mohammad S (2021) Evaluation of sediment transport empirical equations: case study of the Euphrates River West Iraq. Arab J Geosci 14(10):1–11. https://doi.org/10.1007/s12517-021-07177-1

    Article  Google Scholar 

  • Tahmasbinejad H, Feyzolahpour M, Mumipour M, Zakerhoseini F (2012) Rainfall-runoff simulation and modeling of Karun River using HEC-RAS and HEC-HMS models, Izeh District. Iran Journal of Applied Sciences 12(18):1900–1908. https://doi.org/10.3923/jas.2012.1900.1908

    Article  Google Scholar 

  • Tecle A (2017) Downstream effects of damming the Colorado River. International Journal of Lakes and Rivers 10 (1): 7–33. http://www.ripublication.com.

  • Theol SA (2020) The use of Delft3D to simulate the deposition of cohesive and non-cohesive sediments in irrigation systems. Ph D. Thesis. Wageningen University. http://dx.doi.org/https://doi.org/10.1201/9781003046981.

  • Thornton E, Melissa N, Scott R (2007) Hydraulic geometry in river channel networks as a method for the assessment of river condition. In Proceedings of the 5th Australian Stream Management Conference. Australian rivers: making a difference, 401–406. New South Wales: Charles Sturt University.

  • Travaglio M (1981) Programme of assistance for the improvement of hydrologic data Collection. Processing and Evaluation in Indonesia, Bed-material load (Einstin’s Method). Bandung: Government of the Republic of Indonesia, Ministry of Public Works, Directorate General of Water Resources Development.

  • UN-ESCWA and BGR (United Nations Economic and Social Commission for Western Asia); Bundesanstalt für Geowissenschaften und (2013) Inventory of Shared Water Resources in Western Asia. Shared Water Resources – Kenyan Case. Beirut.

  • UOT (University of Technology) (1992) Training of Tigris River inside Baghdad City. A report submitted to the Iraqi Ministry of Irrigation, Hard Copy, not available online Available at the library of the Ministry of Water Resources. Vol. 1. Baghdad.

  • van Rijn LC (1993) Principles of sediment transport in rivers, Estuaries and Costal Seas. Aqua Publications, Amsterdam

    Google Scholar 

  • Vasquez JA, Millar RG, Steffler PM (2007) Two-dimensional finite element river morphology model. Canadian Journal of Civil Engineering 34 (6): 752–760.http://dx.doi.org/https://doi.org/10.1139/L06-170.

  • Vaughan IP, Diamond M, Gurnell AM, Hall KA, Jenkins A, Milner NJ, Naylor LA, Sear DA, Woodward G, Ormerod SJ (2009) Integrating ecology with hydromorphology: a priority for river science and management. Aquat Conserv Mar Freshwat Ecosyst 19(1):113–125. https://doi.org/10.1002/aqc.895

    Article  Google Scholar 

  • Verhoog FH (1987) Impact of climate change on the morphology of river basins. In Proceedings of the Vancouver Symposium, August 1987, Vol. 168. 315–326. IAHSPubl.

  • Vieira DA, Wu W (2002) One-dimensional channel network model CCHE1D -Technical Report No. NCCHE-TR-2002–05 CCHE1D.

  • Villaret C, Hervouet J, Kopmann R, Merkel U, Davies AG (2013) Morphodynamic modeling using the Telemac finite-element system. Computers and Geosciences 53. Elsevier: 105–113. http://dx.doi.org/https://doi.org/10.1016/j.cageo.2011.10.004.

  • Wang SSY, Adeff SE (1986) Three-dimensional modeling of river sedimentation processes. In Proc. of the 3rd Int. Symp. on River Sedimentation, Univ. of Mississipi, 113–121. Mississipi, SA.

  • Wang SS, Wu W (2004) River sedimentation and morphology modeling. In Proceedings of the Ninth International Symposium on River Sedimentation October, 71–94. Yichang, China.

  • Wang P, Wu W, Wang SSY (2003) Verification of the CCHE1D channel network model using experimental and field data. In World Water & Environmental Resources Congress 2003 World, 1–10. ASCE.

  • Wang B, Xu YJ (2018) Dynamics of 30 large channel bars in the lower Mississippi River in response to river engineering from 1985 to 2015. Geomorphology 300:31–44. https://doi.org/10.1016/j.geomorph.2017.09.041

    Article  Google Scholar 

  • Warren IR, Bach HK (1992) MIKE 21: a modelling system for estuaries, coastal waters and seas. Environ Softw 7(4):229–240. https://doi.org/10.1016/0266-9838(92)90006-P

    Article  Google Scholar 

  • Wilson C (2000) SSIIM : sediment simulation in intakes with multiblock option. A model for free surface flows. A 3D model for the prediction of hydraulic and water quality parameters in free surface flows. Hydrol Process 14:2619–2622

    Article  Google Scholar 

  • Wu W, Rodi W, Wenka T (2000a) 3D numerical modeling of flow and sediment transport in open channels. J Hydraul Eng 126(1):4–15. https://doi.org/10.1061/(ASCE)0733-9429(2000)126:1(4)

    Article  Google Scholar 

  • Wu W, Wang SSY, Jia Y (2000b) Nonuniform sediment transport in alluvial rivers. J Hydraul Res 38(6):427–434. https://doi.org/10.1080/00221680009498296

    Article  Google Scholar 

  • Wu W, Jr FDS, Bennett SJ, Wang SSY (2005) A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation. Water Resour Res 41(3):1–15.https://doi.org/10.1029/2004WR003730

  • Yang CT (1973). Incipient motion and sediment transport. Hydraul Div Amer Soc Civ 99(10):1679–1704

  • Yang C, Jiang C, Kong Q (2010) A graded sediment transport and bed evolution model in estuarine basins and its application to the Yellow River Delta. Procedia Environ Sci 2(5):372–385. https://doi.org/10.1016/j.proenv.2010.10.042

    Article  Google Scholar 

  • Zhang MJ, Zhang H, Zhang H (2013) Research on mathematical model of flow and sediment erosion evolution at Wassit power station in Iraq. Appl Mech Mater 405–408:2177–2180. https://doi.org/10.4028/www.scientific.net/AMM.405-408.2177

    Article  Google Scholar 

  • Zhang L (2009) 3D numerical modeling of hydrodynamic flow sediment deposition and transport in stormwater ponds and alluvial channels. Doctor of Philosophy (PhD), dissertation. Old Dominion University. http://dx.doi.org/https://doi.org/10.25777/awrd-tp65.

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Acknowledgements

The authors would like to thank the State Commission of Dams and Reservoirs (SCDR) of the Ministry of Water Resources (MoWR), Iraq, for their support and funding under contract no. 1/Study/Dams/2021. The authors are also grateful to the technical and faculty staff of the Civil Engineering Department at the University of Technology-Iraq, Baghdad for their valuable support and scientific assistance.

Funding

This work was supported and funded by the State Commission of Dams and Reservoiurs (SCDR) of the Ministry of Water Resources (MoWR), Iraq, under contract no. 1/Study/Dams/2021.

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Idea of article: Jaafar Sadeq Maatooq, and Ala Hassan Nama; literature search: Ala Hassan Nama and Ali Sadeq Abbas; data analysis: Ala Hassan Nama; writing draft paper: Ala Hassan Nama; review of results, visualization, and writing Jaafar: Sadeq Maatooq and Ali Sadeq Abbas; final revising: Jaafar Sadeq Maatooq.

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Correspondence to Ala Hassan Nama.

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Nama, A.H., Maatooq, J.S. & Abbas, A.S. Review and state of the art for the hydro-morphological modeling of transboundary rivers, Tigris River as a case study. Arab J Geosci 15, 1043 (2022). https://doi.org/10.1007/s12517-022-10248-6

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