Unsteady Free-Surface Flow Computationsby E. Benjamin Wylie, (M.ASCE), Prof.; Dept. of Civ. Engrg., The Univ. of Michigan, Ann Arbor, MI,
Serial Information: Journal of the Hydraulics Division, 1970, Vol. 96, Issue 11, Pg. 2241-2251
Document Type: Journal Paper
The solutions of the free-surface equations for subcritical unsteady one-dimensional flow are solved by four different formulations, each based on the method of characteristics. Advantages and disadvantages of each procedure are given. Examples emphasize the important features and corroborate a stability criteria that is presented. The implicit characteristics grid approach is the most accurate for overland flow situations or analysis of single channels; however, it is not useful for complex systems. The explicit rectangular grid is the simplest to program but may lead to instabilities if very large time increments are used. The latter method is also comparatively expensive for long duration transients.
Subject Headings: Free surfaces | Unsteady flow | Computing in civil engineering | Grid systems | One-dimensional flow | Channel flow | Overland flow | Subcritical flow | Comparative studies
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