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Research Articles

Investigation of overland flow by incorporating different infiltration methods into flood routing equations

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Pages 109-121 | Received 26 Apr 2019, Accepted 07 Mar 2020, Published online: 20 Apr 2020

References

  • Balamurugan, M., and S. M. Bhallamudi. 2016. “Flood Routing in an Ephemeral Channel with Compound Cross-section.” Sadhana-Academy Proceedings in Engineering Sciences 41 (7): 771–785.
  • Cheng, L., Z. Z. Wang, S. Y. Hu, Y. T. Wang, J. L. Jin, and Y. L. Zhou. 2015. “Flood Routing Model Incorporating Intensive Streambed Infiltration.” Science China-Earth Sciences 58 (5): 718–726. doi:10.1007/s11430-014-5018-x.
  • Chow, V. T., D. R. Maidment, and L. W. Mays. 1988. Applied Hydrology, 0-07-010810-2. New York, NY: McGraw-Hill Book Company.
  • Costabile, P., C. Costanzo, and F. Macchione. 2009. “Two-dimensional Numerical Models for Overland Flow Simulations.” River Basin Management V, Book Series: WIT Transactions on Ecology and the Environment 124: 137–148.
  • Crossley, A. J., N. G. Wright, and C. D. Whitlow. 2003. “Local Time Stepping for Modeling Open Channel Flows.” Journal of Hydraulic Engineering 129 (6): 455–462. doi:10.1061/(ASCE)0733-9429(2003)129:6(455).
  • Cunge, J. A. 1969. “On the Subject of a Flood Propagation Method (Muskingum Method).” Journal of Hydraulic Research 7 (2): 205–230. doi:10.1080/00221686909500264.
  • de Saint-venant, B. 1871. “Theory of Unsteady Water Flow, with Application to River Floods and to Propagation of Tides in River Channels.” French Academy of Science 73 (148–154): 237–240.
  • Dulhoste, J. F., D. Georges, and G. Besancon. 2004. “Nonlinear Control of Open-channel Water Flow Based on Collocation Control Model.” Journal of Hydraulic Engineering 130 (3): 254–266. doi:10.1061/(ASCE)0733-9429(2004)130:3(254).
  • Eagleson, P. S. 1970. Dynamic Hydrology, 978–0070185968. New York: McGraw-Hill, Inc.
  • Esteves, M., X. Faucher, S. Galle, and M. Vauclin. 2000. “Overland Flow and Infiltration Modelling for Small Plots during Unsteady Rain: Numerical Results versus Observed Values.” Journal of Hydrology 228 (3–4): 265–282. doi:10.1016/S0022-1694(00)00155-4.
  • Fernandez-Pato, J., D. Caviedes-Voullieme, and P. Garcia-Navarro. 2016. “Rainfall/runoff Simulation with 2D Full Shallow Water Equations: Sensitivity Analysis and Calibration of Infiltration Parameters.” Journal of Hydrology 536: 496–513. doi:10.1016/j.jhydrol.2016.03.021.
  • Fiedler, F. R., and J. A. Ramirez. 2000. “A Numerical Method for Simulating Discontinuous Shallow Flow over an Infiltrating Surface.” International Journal for Numerical Methods in Fluids 32 (2): 219–240. doi:10.1002/(SICI)1097-0363(20000130)32:2<219::AID-FLD936>3.0.CO;2-J.
  • Gandolfi, C., and F. Savi. 2000. “A Mathematical Model for the Coupled Simulation of Surface Runoff and Infiltration.” Journal of Agricultural Engineering Research 75 (1): 49–55. doi:10.1006/jaer.1999.0484.
  • Gąsiorowski, D. 2013. “Balance Errors Generated by Numerical Diffusion in the Solution of Non–linear Open Channel Flow Equations.” Journal of Hydrology 476: 384–394. doi:10.1016/j.jhydrol.2012.11.008.
  • Gąsiorowski, D. 2015. “Discussion of Development of an Accurate Time Integration Technique for the Assessment of Q-Based versus h-Based Formulations of the Diffusion Wave Equation for Flow Routing.” Journal of Hydraulic Engineering 139 (10): 1079–1088.
  • Gąsiorowski, D., and R. Szymkiewicz. 2007. “Mass and Momentum Conservation in the Simplified Flood Routing Models.” Journal of Hydrology 346 (1–2): 51–58. doi:10.1016/j.jhydrol.2007.08.017.
  • Gülbaz, S., and C. M. Kazezyilmaz-Alhan (2008). “River Flow Analysis by Using Kinematic and Dynamic Wave Models.” Water and Energy Conference, General Directorate of State Hydraulics Works (DSI), Artvin, Turkey, 363–372.
  • Hodges, B. R. 2019. “Conservative Finite-volume Forms of the Saint-Venant Equations for Hydrology and Urban Drainage.” Hydrology and Earth System Sciences 23 (3): 1281–1304. doi:10.5194/hess-23-1281-2019.
  • Horton, R. E. 1941. “An Approach toward a Physical Interpretation of Infiltration-capacity.” Soil Science Society of America Journal 5 (C): 399–417. doi:10.2136/sssaj1941.036159950005000C0075x.
  • Hromadka, T. V., and C. C. Yen. 1986. “A Diffusion Hydrodynamic Model (DHM).” Advances in Water Resources 9 (3): 118–170. doi:10.1016/0309-1708(86)90031-X.
  • Huber, W. C., and R. E. Dickinson. 1988. Storm Water Management Model, Version 4, User’s Manual. Athens, GA: Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency (EPA).
  • Kazezyılmaz-Alhan, C. M., and S. Gülbaz. 2008. “An Improved Method for Diffusion Wave Solution.” International Conference on Fluvial Hydraulics, River Flow 2008, İzmir, Turkey, 3-5 September 2008, 2109-2115.
  • Kazezyılmaz-Alhan, C. M., and M. A. Medina Jr. 2007. “Kinematic and Diffusion Waves: Analytical and Numerical Solutions to Overland and Channel Flow.” Journal of Hydraulic Engineering 133 (2): 217–228. doi:10.1061/(ASCE)0733-9429(2007)133:2(217).
  • Kazezyılmaz-Alhan, C. M., M. A. Medina, and P. Rao. 2005. “On Numerical Modeling of Overland Flow.” Applied Mathematics and Computation 166 (3): 724–740. doi:10.1016/j.amc.2004.06.063.
  • Lackey, T. C., and F. Sotiropoulos. 2005. “Role of Artificial Dissipation Scaling and Multigrid Acceleration in Numerical Solutions of the Depth-averaged Free-surface Flow Equations.” Journal of Hydraulic Engineering-ASCE 131 (9): 755–769. doi:10.1061/(ASCE)0733-9429(2005)131:6(476).
  • Lighthill, M. J., and G. B. Whitham 1955. “On Kinematic Waves. I. Flood Movement in Long Rivers.” Proceedings of the Royal Society of London, Series A, Mathematical and Physical Sciences 229 (1178): 281–316.
  • Litrico, X., and V. Fromion. 2004. “Frequency Modeling of Open-channel Flow.” Journal of Hydraulic Engineering 130 (8): 806–815. doi:10.1061/(ASCE)0733-9429(2004)130:8(806).
  • Liu, Q. Q., L. Chen, J. C. Li, and V. P. Singh. 2004. “Two-dimensional Kinematic Wave Model of Overland-flow.” Journal of Hydrology 29: 28–41. doi:10.1016/j.jhydrol.2003.12.023.
  • MacCormack, R. W. 1971. “Numerical Solution of the Interaction of a Shock Wave with a Laminar Boundary Layer.“ Proceedings, 2nd Int. Conf. Numerical Methods in Fluid Dynamics, Lecture Notes in Physics 8: 151-163.Berlin: Springer-Verlag
  • Mallari, K. J. B., A. C. C. Arguelles, H. Kim, H. Aksoy, M. L. Kavvas, and J. Yoon. 2015. “Comparative Analysis of Two Infiltration Models for Application in a Physically Based Overland Flow Model.” Environmental Earth Sciences 74 (2): 1579–1587. doi:10.1007/s12665-015-4155-7.
  • Osman Akan, A. 1992. “Horton Infiltration Equation Revisited.” Journal of Irrigation and Drainage Engineering 118 (5): 828-830.
  • Panday, S., and P. S. Huyakorn. 2004. “A Fully Coupled Spatially Distributed Model for Evaluating Surface/Subsurface Flow.” Advances in Water Resources 27 (4): 361–382. doi:10.1016/j.advwatres.2004.02.016.
  • Pantelakis, D., T. Zissis, E. Anastasiadou-Partheniou, and E. Baltas. 2012. “Numerical Models for the Simulation of Overland Flow in Fields within Surface Irrigation Systems.” Water Resources Management 26 (5): 1217–1229. doi:10.1007/s11269-011-9955-2.
  • Pantelakis, D., T. Zissis, E. Anastasiadou-Partheniou, and E. Baltas. 2013. “Hydraulic Models for the Simulation of Flow Routing in Drainage Canals.” Global Nest Journal 15 (3): 315–323.
  • Park, S., B. Kim, and D. H. Kim. 2019. “2D GPU-Accelerated High Resolution Numerical Scheme for Solving Diffusive Wave Equations.” Water 11 (7): 1447. doi:10.3390/w11071447.
  • Ram, S., K. S. H. Prasad, A. Gairola, M. K. Jose, and M. K. Trivedi. 2012. “Estimation of Border-Strip Soil Hydraulic Parameters.” Journal of Irrigation and Drainage Engineering 138 (6): 493–502. doi:10.1061/(ASCE)IR.1943-4774.0000398.
  • Rawls, W. J., D. L. Brakensiek, and N. Miller. 1983. “Green-Ampt Infiltration Parameters from Soils Data.” Journal of Hydraulic Engineering 109 (1): 62–70. doi:10.1061/(ASCE)0733-9429(1983)109:1(62).
  • Richter, B., C. Stapel, and J. Tranckner. 2019. “Integration of Green Areas into a Suburban Flood Model.” In New Trends in Urban Drainage Modelling, Green Energy and Technology, edited by G. Mannina, 511–516. Switzerland: Springer, Chamasha Books.
  • Rohilla, K., K. S. H. Prasad, and C. S. P. Ojha. 2016. “Effect of Infiltration on Sediment Transport in Irrigated Channels.” Journal of Irrigation and Drainage Engineering 142 (7): 04016021. doi:10.1061/(ASCE)IR.1943-4774.0001018.
  • Weil, S., E. Mouche, and J. Patin. 2009. “A Generalized Richards Equation for Surface/subsurface Flow Modeling.” Journal of Hydrology 366 (1–4): 9–20. doi:10.1016/j.jhydrol.2008.12.007.
  • Yang, J., and X. Chu. 2015. “A New Modeling Approach for Simulating Microtopographydominated, Discontinuous Overland Flow on Infiltrating Surfaces.” Advances in Water Resources 78: 80–93. doi:10.1016/j.advwatres.2015.02.004.
  • Ying, X., A. A. Khan, and S. S. Y. Wang. 2004. “Upwind Conservative Scheme for the Saint Venant Equations.” Journal of Hydraulic Engineering 130 (10): 977–987. doi:10.1061/(ASCE)0733-9429(2004)130:10(977).
  • Zhu, D. J., and Y. C. Chen. 2019. “Implementing of the JPWSPC Method in RIV1H for Unsteady Flow Modeling in General River Networks.” International Journal of Sediment Research 34 (4): 379–386. doi:10.1016/j.ijsrc.2018.12.003.

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