Accuracy of Kinematic Wave Approximation for Flood Routing. II. Unsteady Analysis
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYPublication: Journal of Hydrologic Engineering
Volume 13, Issue 11
Abstract
The applicability of the kinematic wave (KW) approximation was investigated for unsteady flow in prismatic channels. Each of the 16 cases analyzed under steady flow conditions by Moramarco et al. (2008) was now perturbed such that synthetic discharge hydrographs varying around the steady value and characterized by different values of the wave period and steady wave travel times, , were obtained. Therefore, based on the kinematic wave number and steady Froude number , a set of 224 experimental tests were carried out and the KW accuracy was investigated by routing synthetic discharge hydrographs. In this case, the dynamic wave solution DYW was also considered as a benchmark and adopting the critical-flow depth at the downstream end. The performance of KW was assessed using different accuracy measures: (a) errors in dimensionless maximum flow depth along the channel ; (b) explained variance on discharge hydrographs at the outlet section; and (c) errors in peak discharge and water level at the downstream channel end, and errors in time to peak discharge and water level always at the downstream end. Based on these KW accuracy measures, different scenarios for the KW applicability were found as a function of the quantities and . It was found that the KW applicability depended on the accuracy measure of interest and different criteria were accordingly defined. Moreover, the comparison between the proposed KW applicability criteria and the existing ones shows that these latter tend to limit the KW application and, hence, they have to be used with caution. This insight was also inferred from an analysis of flood events that occurred along an equipped branch of the upper Tiber River in central Italy. Therefore, also based on the real case study, it was shown that there is not a single rule for the KW applicability but different criteria can be defined, taking care, however, that their application strictly depends on the selected accuracy measure.
Get full access to this article
View all available purchase options and get full access to this article.
References
Daluz Vieira, J. H. (1983). “Conditions governing the use of approximations for the Saint-Venant equations for shallow surface water flow.” J. Hydrol., 60(1), 43–58.
Fread, D. L. (1983). “Applicability of criteria for kinematic and diffusion routing models.” HRL 183, Hydrol. Res. Lab., Natl. Weather Service, NOAA, Silver Spring, Md.
Moramarco, T., Pandolfo, C., and Singh, V. P. (2008). “Accuracy of kinematic wave and diffusion wave approximations for flood routing. I: Steady analysis.” J. Hydrol. Eng., 13(11), 1078–1088.
Morris, E. M. (1979). “The effect of the small-slope approximation and lower boundary conditions on solutions of the Saint-Venant equations.” J. Hydrol., 40, 31–47.
Morris, E. M., and Woolhiser, D. A. (1980). “Unsteady one-dimensional flow over a plane: Partial equilibrium and recession hydrographs.” Water Resour. Res., 16(2), 355–360.
Moussa, R., and Bocquillon, C. (1996). “Criteria for the choice of flood-routing methods in natural channels.” J. Hydrol., 186, 1–30.
Nash, J. E., and Sutcliffe, J. V. (1970). “River flow forecasting through conceptual models. Part I: A discussion of principles.” J. Hydrol., 10(3), 282–290.
Perumal, M., and Sahoo, B. (2007). “Applicability criteria of the parameter Muskingum stage and discharge routing methods.” Water Resour. Res., 43(5), W05409.
Ponce, V. M., Li, R. M., and Simons, D. B. (1978). “Applicability of kinematic and diffusion models.” J. Hydr. Div., 104(3), 353–360.
Singh, V. P. (1996). Kinematic wave modeling in water resources: Surface-water hydrology, Wiley, New York.
Singh, V. P. (2002). “Is hydrology kinematic?” Hydrolog. Process., 16, 667–716.
Singh, V. P., and Aravamuthan, V. (1995). “Accuracy of kinematic wave and diffusion wave approximations for time-independent flows.” Hydrolog. Process., 9(7), 755–782.
Singh, V. P., and Aravamuthan, V. (1997). “Accuracy of kinematic-wave and diffusion—Wave approximations for time-independent flow with momentum exchange included.” Hydrolog. Process., 11, 511–532.
Woolhiser, D. A., and Liggett, J. A. (1967). “Unsteady, one-dimensional flow over a plane: The rising hydrograph.” Water Resour. Res., 3(3), 753–771.
Zoppou, C., and O’Neill, I. C. (1982). “Criteria for the choice of flood routing methods in natural channels.” Proc., Hydrology and Water Resources Symp., Institution of Engineers of Australia, 75–81.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Received: Aug 8, 2007
Accepted: Feb 22, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008
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.