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Describes channel routing, including governing equations, characteristics of flood wave movement, channel routing methods, modified Puls, Muskingum, Lag and K, and Muskingum-Cunge methods of channel routing, selection of a routing mehod, comparison of hydrologic and hyraulic methods of routing, and channel routing in HEC-HMS.
In the analysis of most free-surface flows in hydrology it can be assumed that the pressure distribution is hydrostatic normally to the bottom; this in turn allows the adoption of a uniform velocity profile. These two simplifications form the basis of shallow-water theory. In the resulting continuity and momentum equations, also referred to as the Saint Venant equations, the effects of viscosity and turbulence are parameterized in terms of a friction slope. These equations are not easy to solve in general, but important features of free-surface flow can be brought out by solutions of their linearized, diffusion, quasi-steady-uniform flow (or kinematic wave), and lumped kinematic approximations.
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