Three conservation laws – mass, momentum, and energy – are used to describe open-channel flows. Two flow variables, such as the flow depth and velocity, or the flow depth and rate of discharge, are sufficient to define the flow conditions at a channel cross section. Therefore, two governing equations may be used to analyze a typical flow situation. The continuity equation and the momentum or energy equation are used for this purpose. Except for the velocity head coefficient, α, and the momentum coefficient, β, the momentum and energy equations are equivalent [Cunge, et al., 1980] provided the flow depth and velocity are continuous, i.e., there are no discontinuities, such as a jump or a bore. However, the momentum equation should be used if the flow has discontinuities, since, unlike the energy equation, it is not necessary to know the amount of losses in the discontinuities in the application of the momentum equation.
In this chapter, we will derive the continuity and momentum equations, usually referred to as de Saint Venant equations. Several investigators [Stoker, 1957; Chow, 1959; Dronkers, 1964; Henderson, 1966; Strelkoff, 1969; Yen, 1973; Liggett, 1975; Cunge, et al., 1980; Lai, 1986; and Abbott and Basco, 1990] derived these equations by using different procedures. For illustration purposes, we will use two different procedures in our derivations. We will use the Reynolds transport theorem for the prismatic channels having lateral inflows or outflows. The type of the governing equations is then discussed. The equations describing flows having non-hydrostatic pressure distribution are derived by integrating the continuity and momentum equations for twodimensional flows. The chapter concludes by presenting integral forms of the governing equations.
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References
Abbott, M. B., 1979, Computational Hydraulics: Elements of the Theory of Free Surface Flows, Pitman, London.
Abbott, M. B., and Basco, D. R., 1990, Computational Fluid Dynamics, John Wiley, New York, NY.
Basco, D. R., 1983, Computation of Rapidly Varied, Unsteady Free-Surface Flow, U. S. Geological Survey Report WRI 83-4284.
Bell, S. W., Elliot, R. C., and Chaudhry, M. H., 1992, “Experimental results of two-dimensional dam-break flows,” Jour. Hyd. Research, vol. 30, no. 2, pp.225-252.
Boussinesq, J., 1877, “Essais sur la theorie des eaux courantes,” Memoires pre-sertes par divers Savants a l’Academie des Sciences de l’Institut de France, vol. 23, pp. 1-680; vol. 24, 1-64.
Chow, V. T., 1959, Open-Channel Hydraulics, McGraw-Hill, New York, NY.
Cunge, J. A., Holly, F. M., and Verwey, A., 1980, Practical Aspects of Compu-tational River Hydraulics, Pitman, London.
de Saint-Venant, B., 1871, “Theorie du mouvement non permanent des eaux, avec application aux crues de rivieras et a l’introduction des marces dans leur lit,’ Comptes Rendus de l’Academic des Sciences, vol. 73, Paris, pp. 147-154, 237-240.
Dronkers, J. J., 1964, Tidal Computations in Rivers and Coastal Waters, North-Holland Publ., Amsterdam, Netherlands.
Henderson, F. M., 1966, Open Channel Flow, MacMillian, New York, NY.
Lai, C., 1986, “Numerical Modeling of Unsteady Open-Channel Flow,” Advances in Hydroscience, vol. 14, pp. 161-333.
Liggett, J. A., 1975, “Basic Equations of Unsteady Flow,” in Unsteady Flow in Open Channels, ( Mahmood, K., and Yevjevich, V., eds.), vol. 1, Chap. 2, Water Resources Publications, Fort Collins, CO.
Stoker, J. J., 1957, Water Waves, Wiley (Interscience), New York, NY.
Strelkoff, T., 1969, “One-dimensional Equations of Open-channel Flow,” Jour. Hyd. Div., Amer. Soc. Civ. Engs., vol. 95, HY3, pp. 861-866.
Yen, B. C., 1973, “Open-channel Flow Equations Revisited,” Jour. Engineering Mech. Div., Amer. Soc. Civ. Engs., vol. 99, EM 5, pp. 979-1009.
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(2008). Governing Equations For One-Dimensional Flow. In: Open-Channel Flow. Springer, Boston, MA. https://doi.org/10.1007/978-0-387-68648-6_12
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