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Publikováno v:
Journal of Irrigation and Drainage Engineering. 132:486-489
Side weirs are flow-regulating devices commonly encountered in hydraulic engineering. In the past, the discharge coefficient for flow past a side weir was investigated experimentally by many researchers. In this study, a modified discharge coefficien
Publikováno v:
Journal of Irrigation and Drainage Engineering. 130:432-436
For steady flow near the free overfall (end section) of a horizontal trapezoidal channel, the velocity distribution is nonuniform and the streamlines are curved. An accurate relation between discharge rate and end depth was formulated including these