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Chapter 7 discusses hydraulic jumps in open channels, which occur when supercritical flow transitions to subcritical flow, resulting in an abrupt rise in water surface. It categorizes jumps based on the Froude number into undular, weak, oscillating, steady, and strong jumps, and highlights their practical applications in energy dissipation and flow control. The chapter also covers the calculation of sequent depth, length of jump, and characteristics such as energy loss and efficiency in both rectangular and

Author

niloy ahmed

Language

EN