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Publikováno v:
Journal of Irrigation & Drainage Engineering. Jul/Aug2006, Vol. 132 Issue 4, p425-428. 4p. 3 Diagrams, 2 Graphs.
Publikováno v:
Journal of Hydraulic Engineering. 133:1135-1144
Dividing flows in open channels are commonly encountered in hydraulic engineering systems. They are inherently three-dimensional (3D) in character. Past experimental studies were mostly limited to the collection of test data on the assumption that th
Publikováno v:
Journal of Irrigation and Drainage Engineering. 132:425-428
In the past, solutions to open channel flow problems involving free surfaces were generally found on the basis of experimental data or through the development of theoretical expressions using simplified assumptions. The volume of fluid (VOF) turbulen
Publikováno v:
Journal of Hydraulic Engineering. 132:214-218
Combining flows are encountered often in environmental engineering and hydraulic engineering. Experimental data are available to assist the engineers who need the various loss coefficients associated with combining flows in closed conduits. For the c