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References

1 
Babarutsi S. (1991), Modelling quasi-two-dimensional turbulent shear flowGoogle Search
2 
Babarutsi S., Chu V. H. (1991). "A two-length-scale model for quasi-two-dimensional turbulent shear flows"Google Search
3 
Babarutsi S., Chu V. H. (1998). "Modeling transverse mixing layer in shallow open-channel flows", Journal of Hydraulic Engineering, ASCE, Vol. 124, No. 7, pp. 718-727DOI
4 
Batten P., Lambert C., Causon D. M. (1996). "Positively conservative high-resolution convection schemes for unstructured elements", International Journal for Numerical Methods in Engineering, Vol. 39, No. 11, pp. 1821-1838DOI
5 
Booij R. (1989). "Depth averaged K-$\varepsilon$-modelling"Google Search
6 
Bravo H. R., Holly F. M. (1996). "Turbulence model for depth-averaged flows in navigation installations", Journal of Hydraulic Engineering, ASCE, Vol. 122, No. 12, pp. 718-727DOI
7 
Brunner G., Sanchez A., Molls T., Parr D. A. (2020), HEC-RAS verification and validation testsGoogle Search
8 
Cea L. (2005), An unstructured finite volume model for unsteady turbulent shallow water flow with wet-dry fronts: Numerical solver and experimental validationGoogle Search
9 
Cea L., Pena L., Puertas J., Vazquez-Cendon M. E. (2007). "Depth averaged modelling of turbulent shallow water flow with wet-dry fronts", Archives of Computational Methods in Engineering, Vol. 14, No. 3, pp. 303-341DOI
10 
Chapman R. S., Kuo C. Y. (1985). "Application of the two-equation $k$-$\varepsilon$ turbulence model to a two-dimensional, steady, free surface flow problem with separation", International Journal for Numerical Methods in Fluids, Vol. 5, No. 3, pp. 257-268DOI
11 
Choi H.-S. (1997). "A numerical analysis of flow through open-channel constrictions using turbulence model", Journal of Korea Water Resources Association, KWRA, Vol. 30, No. 3, pp. 201-210Google SearchGoogle Search
12 
Choi H.-S., Jung K.-T., So J.-K., Lee K.-S. (1993). "A two-dimensional turbulence model for the thermal discharge into crossflow field", Journal of Korean Society of Coastal and Ocean Engineers, KSCOE, Vol. 5, No. 2, pp. 91-98Google SearchGoogle Search
13 
Ding Y., Zhou X., Li Y., Yu C., Kawahara M. (1997). "Simulation of unsteady river flow with modified depth-averaged turbulence model in orthogonal coordinates", pp. 177-182Google Search
14 
Fe J., Navarrina F., Puertas J., Vellando P., Ruiz D. (2009). "Experimental validation of two depth-averaged turbulence models", International Journal for Numerical Methods in Fluids, Vol. 60, No. 2, pp. 177-202DOI
15 
Finnie J. I., Jeppson R. W. (1991). "Solving turbulent flows using finite elements", Journal of Hydraulic Engineering, ASCE, Vol. 117, No. 11, pp. 1513-1530DOI
16 
Hoyas S., Jimenez J. (2006). "Scaling of the velocity fluctuations in turbulent channels up to ${Re}_{\tau}$=2003", Physics of Fluids, Vol. 18, No. 1, pp. 011702(4)DOI
17 
Hoyas S., Oberlack M., Alcantara-Avila F., Kraheberger S. V., Laux J. (2022). "Wall turbulence at high friction Reynolds numbers", Physical Review Fluids, APS, Vol. 7, No. 1, pp. 014602(4)DOI
18 
Hwang S. Y. (2013). "Finite-volume model for shallow-water flow over uneven bottom", Journal of Korea Water Resources Association, Vol. 46, No. 2, pp. 139-153DOI
19 
Hwang S.-Y., Lee S. H. (2012). "An application of the HLLL approximate Riemann solver to the shallow water equations", Journal of the Korean Society of Civil Engineers, KSCE, Vol. 32, No. 1B, pp. 21-27DOI
20 
Ilegbusi J. O., Spalding D. B. (1985). "An improved version of the 𝑘-W model of turbulence", Journal of Heat Transfer, Vol. 107, No. 1, pp. 63-69DOI
21 
Jeon J., Lee J. Y., Kang S. (2018). "Experimental investigation of three-dimensional flow structure and turbulent flow mechanisms around a nonsubmerged spur dike with a low length-to-depth ratio", Water Resources Research, Vol. 54, No. 5, pp. 3530-3556DOI
22 
Jia Y., Wang S. S. Y. (2001), CCHE2D: two-dimensional hydrodynamic and sediment transport model for unsteady open channel flows over loose bedGoogle Search
23 
Jirka G. H., Uijttewaal W. S. J. (2004), Shallow Flows, pp. 3-11Google Search
24 
Jones W. P., Launder B. E. (1972). "The prediction of laminarization with a two-equation model of turbulence", International Journal of Heat and Mass Transfer, Vol. 15, No. 2, pp. 301-314DOI
25 
Kupka F., Muthsam H. J. (2017). "Modelling of stellar convection", Living Reviews in Computational Astrophysics, Vol. 3, No. 1, pp. 1DOI
26 
Lee K. S., Lee S.-T. (1998). "Two-dimensional finite-volume unsteady-flow model for shocks", Journal of Korea Water Resources Association, KWRA, Vol. 31, No. 3, pp. 279-290Google SearchGoogle Search
27 
Lee N. J., Choi H.-S., Lee K.-S. (1994). "A comparative study of two-dimensional numerical models for surface discharge of heated water into crossflow field", Journal of Korean Society of Coastal and Ocean Engineers, KSCOE, Vol. 6, No. 1, pp. 40-50Google SearchGoogle Search
28 
Linde T. (2002). "A practical, general-purpose, two-state HLL Riemann solver for hyperbolic conservation laws", International Journal for Numerical Methods in Fluids, Vol. 40, No. 3-4, pp. 391-402DOI
29 
Liu J., Tominaga A. (1997). "An extended depth-averaged turbulence model for flow constricted by cofferdams", pp. 269-274Google Search
30 
Minh Duc B., Wenka T., Rodi W. (2004). "Numerical modeling of bed deformation in laboratory channels", Journal of Hydraulic Engineering, ASCE, Vol. 130, No. 9, pp. 894-904DOI
31 
Pu J. H., Lim S. Y. (2014). "Efficient numerical computation and experimental study of temporally long equilibrium scour development around abutment", Environmental Fluid Mechanics, Vol. 14, No. 1, pp. 69-86DOI
32 
Rastogi A. K., Rodi W. (1978). "Predictions of heat and mass transfer in open channels", Journal of the Hydraulics Division, ASCE, Vol. 104, No. 3, pp. 397-420DOI
33 
Rodi W. (1993), Turbulence models and their application in hydraulics: a state-of-the-art reviewGoogle Search
34 
Rodi W., Majumdar S., Schonung B. (1989). "Finite volume methods for two-dimensional incompressible flows with complex boundaries", Computer Methods in Applied Mechanics and Engineering, Vol. 75, No. 1, pp. 369-392DOI
35 
Rodi W., Pavlović R. N., Srivatsa S. K. (1981), Transport models for inland and coastal waters, pp. 63-111Google Search
36 
Sabbagh-Yazdi S.-R., Jamshidi M. (2013). "Depth-averaged hydrodynamic model for gradual breaching of embankment dams attributable to overtopping considering suspended sediment transport", Journal of Hydraulic Engineering, ASCE, Vol. 139, No. 6, pp. 580-592DOI
37 
Shin E. T., An S. H., Park S. W., Lee S. O., Song C. G. (2025). "Development of optimal parameter determination algorithm for two-dimensional flow analysis model", Environmental Modelling & Software, Vol. 185, pp. 106331-1-11DOI
38 
Smith R. M. (1984). "A practical method of two-equation turbulence modelling using finite elements", International Journal for Numerical Methods in Fluids, Vol. 4, No. 4, pp. 321-336DOI
39 
Suzuki Y., van Leer B. (2005). "Application of the 10-moment model to MEMS flows", pp. 1-13DOI
40 
Tingsanchali T., Maheswaran S. (1990). "2-D depth-averaged flow computation near groyne", Journal of Hydraulic Engineering, ASCE, Vol. 116, No. 1, pp. 71-86DOI
41 
van Leer B. (1976). "MUSCL, a new approach to numerical gas dynamics", pp. 1-4Google Search
42 
van Leer B. (2003). "Upwind and high-resolution methods for compressible flow - from donor cell to residual-distribution schemes", pp. 1-8DOI
43 
Weiyan T. (1992), Shallow water hydrodynamicsGoogle Search
44 
Wenka Th., Valenta P., Rodi W. (1991). "Depth-average calculation of flood flow in a river with irregular geometry"Google Search
45 
Wu W. (2004). "Depth-averaged two-dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels", Journal of Hydraulic Engineering, ASCE, Vol. 130, No. 10, pp. 1013-1024DOI
46 
Wu W., Shields F. D., Bennett S. J., Wang S. S. Y. (2005). "A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation", Water Resources Research, AGU, Vol. 41, No. 3DOI
47 
Wu W., Wang P., Chiba N. (2004). "Comparison of five depth-averaged 2-D turbulence models for river flows", Archives of Hydro-Engineering and Environmental Mechanics, Vol. 51, No. 2, pp. 183-200Google SearchGoogle Search
48 
Yen B. C. (2002). "Open channel flow resistance", Journal of Hydraulic Engineering, ASCE, Vol. 128, No. 1, pp. 20-39DOI
49 
Yoo D. H., Kim C. S. (1994). "Numerical modelling of longshore currents using 𝜅-𝑙 turbulence closure", The Journal of the Korean Society of Coastal and Ocean Engineers, KSCOE, Vol. 6, No. 3, pp. 234-244Google SearchGoogle Search
50 
Younus M., Chaudhry M. H. (1994). "A depth-averaged turbulence model for the computation of free-surface flow", Journal of Hydraulic Research, IAHR, Vol. 32, No. 3, pp. 415-444DOI
51 
Yu C., Duan J. (2012). "Two-dimensional depth-averaged finite volume model for unsteady turbulent flow", Journal of Hydraulic Research, IAHR, Vol. 50, No. 6, pp. 599-611DOI
52 
Yu L., Zhang S.-N. (1989). "A new depth-averaged two- equation ($\widetilde{k}$-$\widetilde{w}$) turbulent closure model and its application"Google Search