Modeling the Theory of Liquid Motion Variable on the Way Flow

The results of calculations of the movement of a liquid with a variable flow rate on the way and a spillway with a lateral springboard in the case of a horizontal and constant over the width of the drain plane are presented. For the calculations, we used some solutions of planned hydraulics and hydraulics of variable mass. Comparison of the results obtained with experimental data allowed us to conclude that the considered methods of planned hydraulics are acceptable for very approximate estimates of the flow parameters at the spillway.

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