Analytical Model of Surface Flow on Hillslopes Based on the Zero Inertia Equations
Publication: Journal of Hydraulic Engineering
Volume 138, Issue 5
Abstract
Coming from the zero inertia (ZI) equations, an analytical model to describe sheet flow phenomena with a special focus on rainfall runoff processes is developed. A slight modification of the ZI equations, which draws upon the concept of a momentum-representative cross-section of the moving water body, leads—after comprehensive mathematical calculus—to an analytical solution describing essentially one-dimensional, shallow overland flow. In a test series, the analytical ZI model is applied together with three numerical models, one based on the Saint-Venant equations, one on the kinematic wave equations, and another one on diffusion wave equations. The test application refers to a typical rainfall runoff situation, i.e., rather shallow overland flow on a hillslope as a consequence of excess rainfall. Contrary to the analytical model, the comparative analysis clearly shows the difficulties of the numerical solutions in terms of exactness and robustness when approaching typical shallow water depths. This problem of numerical models is tackled by applying small time and space discretization, which, however, comes along with higher CPU execution times. Besides the good computational efficiency and freedom of any numerical inconvenience, the new analytical model outperforms the numerical models for typical overland flow simulations. This particularly refers to a highly satisfactory fulfillment of the mass balance and a nearly perfect match of peak flow rates.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Professor Rao S. Govindaraju is acknowledged for the highly fruitful conversation and for providing FORTRAN code for the numerical solution of the flow equations.
References
Bronstein, I. N., and Semendjajev, K. A. (1966). Taschenbuch der mathematik, B. G. Teubner Verlagsgesellschaft Vienna, Austria (in German).
Bronstert, A., and Bárdossy, A. (2003). “Uncertainty of runoff modelling at the hillslope scale due to temporal variations of rainfall intensity.” Phys. Chem. Earth., PCEAAV28(6–7), 283–288.
Daluz Vieira, J. H. (1983). “Conditions governing the use of approximations for the saint-venant equations for shallow surface water flow.” J. Hydrol., JHYDA760(1–4), 43–58.
Di Giammarco, P., and Todini, E., and Lamberti, P. (1995). “A conservative finite elements approach to overland flow: The control volume finite element formulation.” J. Hydrol., JHYDA7175(1–4), 267–297.
Esteves, M., Faucher, X., Galle, S., and Vauclin, M. (2000). “Overland flow and infiltration modelling for small plots during unsteady rain: Numerical versus observed values.” J. Hydrol., JHYDA7228(3–4), 267–291.
Govindaraju, R. S., Jones, S. E., and Kavvas, M. L. (1988). “On the diffusion wave model for overland flow: 1. Solution for steep slopes.” Water Resour. Res., WRERAQ24(5), 734–744.
Govindaraju, R. S., Kavvas, M. L., and Jones, S. E. (1990). “Approximate analytical solutions for overland flows.” Water Resour. Res., WRERAQ26(12), 2903–2912.
Govindaraju, R. S., Kavvas, M. L., and Tayfur, G. (1992). “A simplified model for two-dimensional overland flows.” Adv. Water Resour., AWREDI15(2), 133–141.
Henderson, F. M., and Wooding, R. A. (1964). “Overland flow and groundwater flow from a steady rainfall of finite duration.” J. Geophys. Res., JGREA269(8), 1531–1540.
Hjelmfelt, A. T. (1981). “Overland flow from time-distributed rainfall.” J. Hydraul. Div., Am. Soc. Civ. Eng., JYCEAJ107(2), 227–238.
Hjelmfelt, A. T. (1984). “Convolution and the kinematic wave equations.” J. Hydrol., JHYDA775(1–4), 301–309.
Howes, D. A., Abrahams, A. D., and Pitman, E. B. (2006). “One- and two-dimensional modelling of overland flow in semiarid shrubland, Jornada basin, New Mexico.” Hydrol. Processes, HYPRE320(5), 1027–1046.
Jaber, F. H., and Mohtar, R. H. (2003). “Stability and accuracy of two-dimensional kinematic wave overland flow modeling.” Adv. Water Resour., AWREDI26(11), 1189–1198.
Lighthill, M. J., and Whitham, G. B. (1955). “On kinematic waves: 1. Flood movement in long rivers.” Proc. Roy. Soc., PRLAAZA229(1178), 281–316.
Liu, Q. Q., Chen, L., Li, J. C., and Singh, V. P. (2004). “Two-dimensional kinematic wave model of overland-flow.” J. Hydrol., JHYDA7291(1–2), 28–41.
Morris, E. M., and Woolhiser, D. A. (1980). “Unsteady one-dimensional flow over a plane: Partial equilibrium and recession hydrographs.” Water Resour. Res., WRERAQ16(2), 355–360.
Philipp, A., Schmitz, G. H., and Liedl, R. (2010). “An analytical model of surge flow in non-prismatic permeable channels and its application in arid regions.” J. Hydraul. Eng., JHEND8136(5), 290–298.
Ross, B. B., Contractor, D. N., and Shanholtz, V. O. (1979). “A finite-element model of overland and channel flow for assessing the hydrologic impact of land-use change.” J. Hydrol., JHYDA741(1–2), 11–30.
Schmid, B. H. (1986). “Zur mathematischen modellierung der abflussentstehung an hängen.” Ph.D. thesis, Vienna Univ. of Technology (in German).
Schmitz, G. H. (1989). “Strömungsvorgänge auf der oberfläche und im bodeninneren beim bewässerungslandbau.” Rep. No. 60, Wasserbau und Wasserwirtschaft, Graz, Austria.
Schmitz, G. H., Liedl, R., and Volker, R. (2002). “Analytical solution to the zero-inertia problem for surge flow phenomena in non-prismatic channels.” J. Hydraul. Eng., JHEND8128(6), 604–615.
Schmitz, G. H., and Seus, G. (1990). “Mathematical zero-intertia modeling of surface irrigation: Advance in borders.” J. Irrig. Drain. Eng., JIDEDH116(5), 603–615.
Schmitz, G. H., and Seus, G. (1992). “Mathematical zero-intertia modeling of surface irrigation: Advance in furrows.” J. Irrig. Drain. Eng., JIDEDH118(1), 1–18.
Singh, V. P. (2002). “Is hydrology kinematic?” Hydrol. Processes, HYPRE316(3), 667–719.
Strelkoff, T. (1970). “Numerical solution of Saint-Venant equations, J. Hydraul. Div., JYCEAJ96(1), 223–252.
Tayfur, G., and Kavvas, M. L. (1998). “Areally-averaged overland flow equations at hillslope scale.” Hydrol. Sci. J., HSJODN43(3), 361–378.
Tsai, T. L., and Yang, J. C. (2005). “Kinematic wave modeling of overland flow using characteristics method with cubic-spline interpolation.” Adv. Water Resour., AWREDI28(7), 661–670.
Wöhling, T., Fröhner, A., and Schmitz, G. H. (2006). “Efficient solution of the coupled one-dimensional surface–two-dimensional subsurface flow during furrow irrigation advance.” J. Irrig. Drain. Eng., JIDEDH132(4), 380–388.
Wöhling, T., and Mailhol, J.-C. (2007). “Physically based coupled model for simulating 1D surface–2D subsurface flow and plant water uptake in irrigation furrows. II: Model test and evaluation.” J. Irrig. Drain. Eng., JIDEDH133(6), 548–558.
Wöhling, T., and Schmitz, G. H. (2007). “Physically based coupled model for simulating 1D surface–2D subsurface flow and plant water uptake in irrigation furrows. I: Model development.” J. Irrig. Drain. Eng., JIDEDH133(6), 538–547.
Wöhling, T., Singh, R., and Schmitz, G. H. (2004). Physically based modeling of interacting surface-subsurface flow during furrow irrigation advance.” J. Irrig. Drain. Eng., JIDEDH130(5), 349–356.
Woolhiser, D. A., and Liggett, J. A. (1967). “Unsteady one-dimensional flow over a plane—the rising hydrograph.” Water Resour. Res., WRERAQ3(3), 753–771.
Yen, B. C., and Tsai, C. W.-S. (2001). “On noninertia wave versus diffusion wave in flood routing.” J. Hydrol., JHYDA7244(1–2), 97–104.
Zhang, W., and Cundy, T. W. (1989). “Modeling of two-dimensional overland flow.” Water Resour. Res., WRERAQ25(9), 2019–2035.
Information & Authors
Information
Published In
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Jan 7, 2011
Accepted: Sep 30, 2011
Published online: Oct 3, 2011
Published in print: May 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.