Two-Dimensional Coupled Model of Surface Water Flow and Solute Transport for Basin Fertigation
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VIEW THE REPLYPublication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 12
Abstract
A two-dimensional coupled model is proposed for the diffusion and channeling of both surface water and solute in all possible directions in basin fertigation. In the spatial discretization of the governing equation based on the unstructured triangle grid, the physical variables at grid interfaces are reconstructed by means of the grid center values. Then, the scalar-dissipation finite-volume method is used for the spatial discretization of the advection flux gradient vector. Meanwhile, the zero-dissipation finite-volume method is used to spatially discretize the water level gradient vector, diffusion vector, roughness vector, and infiltration vector. For the temporal scheme, the splitting method is implemented for the spatially discretized governing equation. The two-dimensional coupled model for surface water flow and solute transport in basin fertigation based on the scalar finite-volume method is proposed. The proposed model was validated based on observed data of three field experiments. Results show that the average relative errors between the simulated and observed data for the surface water advance and recession phases are from 3.8 to 4.7% and 10.4 to 12.7%, respectively. The water quantity conservation error is from 0.2 to 0.6%. The average relative error for the solute transport process between the simulated and observed data is less than 15%, and the solute quantity-conservation error is from 0.072 to 0.085%. At the same time, the convergence rate of simulation results is close to two-order. Therefore, the proposed model presents well-simulated performance.
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Acknowledgments
This research was supported by the Projects of the National High-Tech R&D Program under Grant No. 2011AA100505, and by the National Natural Science Foundation of China under Grant Nos. 51209227, 51279225. We thank Li Fuxiang, Gao Zhanzhong, Dong Mengjun, and Liu Shanshan for their contributions to the field experiments. The authors are very grateful to the editors and reviewers for their comments and remarks, which have resulted in significant improvements to this manuscript.
References
Abbasi, F., et al. (2003). “Overland water flow and solute transport: model development and field-data analysis.” J. Irrig. Drain. Eng., 71–81.
Bai, M., Xu, D., Li, Y., and Pereira, L. S. (2011). “Impacts of spatial variability of basins microtopography on irrigation performance.” Irrig. Sci., 29(5), 359–368.
Bear, J. (1972). Dynamics of fluids in porous media, Elsevier Science, New York.
Beck, V. T., and Kenneth, J. A. (1977). Parameter estimation in engineering and science, Wiley, NewYork.
Begnudelli, L., and Sanders, B. F. (2006). “Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying.” J. Hydraul. Eng., 371–384.
Bertolazzi, E., and Manzini, G. (2005). “A unified treatment of boundary conditions in least-square based finite-volume methods.” Comput. Math. Appl., 49(11), 1755–1765.
Bradford, S. F., and Katopodes, N. D. (2001). “Finite volume model for non-level basin irrigation.” J. Hydraul. Eng., 127(4), 216–223.
Brandford, S. F., and Sanders, B. F. (2002). “Finite-volume model for shallow-water flooding of arbitrary topography.” J. Hydraul. Eng., 289–298.
Brufau, P., Garcia-Navarro, P., Playan, E., and Zapata, N. (2002). “Numerical modeling of basin irrigation with an upwind scheme.” J. Irrig. Drain. Eng., 212–223.
Burguete, J., Zapata, N., García-Navarro, P., Maïkaka, M., Playán, E., and Murillo, J. (2009). “Fertigation in furrows and level furrow systems. I: Model description and numerical tests.” J. Irrig. Drain. Eng., 135(4), 401–412.
García-Navarro, P., Playán, E., and Zapata, N. (2000). “Solute transport modeling in overland flow applied to fertigation.” J. Irrig. Drain. Eng., 33–40.
Huang, S., Hu, R., and Kang, S. (2010). “ANSYS12.0 finite element analysis of civil engineering from the entry to the master.” China Machine Press (In Chinese).
Kim, S. E., Choudhury, D., and Patel, B. (1999). “Computations of complex turbulent flows using the commercial code FLUENT.” Modeling complex turbulent flows, Springer, Netherlands, 259–276.
LeVeque, R. J. (2002). Finite volume methods for hyperbolic problems, Cambridge University Press, Cambridge, UK.
Li, Y. N. (1999). Basin irrigation in north China: Evaluation, modeling and design for improvement, ISA, Lisbon, Portugal.
Liou, M. S. (1996). “A sequel to AUSM: AUSM+.” J. Comput. Phys., 129(2), 364–382.
Madrane, A., and Tadmor, E. (2009). “Entropy stability of Roe-type upwind finite volume methods on unstructured grids.” Proc. Symp. Appl. Math., 67(2), 775–784.
Murillo, J., Burguete, J., Brufau, P., and García-Navarro, P. (2005). “Coupling between shallow water and solute flow equations: analysis and management of source terms in 2D.” Int. J. Numer. Method Fluids, 49(5), 267–299.
Playán, E., Walker, W. R., and Merkley, G. P. (1994). “Two-dimensional simulation of basin irrigation. I: Theory.” J. Irrig. Drain. Eng., 837–856.
Playán, E., and Faci, J. M. (1997). “Border irrigation: Field experiment and a simple model.” Irrig. Sci., 17(4), 163–171.
Shao, S., and Lo, E. Y. (2003). “Incompressible SPH method for simulating Newtonian and non-Newtonian flows with a free surface.” Adv. Water Resour., 26(7), 787–800.
Strelkoff, T. S., Tamimi, A. H., and Clemmens, A. J. (2003). “Two-dimensional basin flow with irregular bottom configuration.” J. Irrig. Drain. Eng., 391–401.
Ying, X., Khan, A. A., and Wang, S. Y. (2004). “Upwind conservative scheme for the Saint Venant equations.” J. Hydraul. Eng., 977–987.
Zerihun, D., Fuman, A., Warrick, A. W., and Sanchez, C. A. (2005). “Couple surface-subsurface solute transport model for irrigation borders and basins. I. Model development.” J. Irrig. Drain. Eng., 396–406.
Zhang, S., Xu, D., Li, Y., and Bai, M. J. (2013). “One-dimensional coupled model of surface water flow and solute transport for basin fertigation.” J. Irrig. Drain. Eng., 181–192.
Zhou, J. G., Causon, D. M., Mingham, C. G., and Ingram, D. M. (2001). “The surface gradient method for the treatment of source terms in the shallow-water equations.” J. Comput. Phys., 168(1), 1–25.
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© 2013 American Society of Civil Engineers.
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Received: Jan 25, 2013
Accepted: Jun 7, 2013
Published online: Jun 11, 2013
Discussion open until: Nov 11, 2013
Published in print: Dec 1, 2013
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