Appendix 9.2.7. Hydraulic Jump


§ 9.2.7.2. Types of Hydraulic Jump
§ 9.2.7.3. Hydraulic Jump in Horizontal Channels

The hydraulic jump is a natural phenomenon that occurs when supercritical flow is forced to change to subcritical flow by an obstruction to the flow. This abrupt change in flow condition is accompanied by considerable turbulence and loss of energy. The hydraulic jump can be illustrated by use of a specific energy diagram as shown in Figure 9.2.7. The flow enters the jump at supercritical velocity, V 1 , and depth, y 1 , that has a specific energy of E = y 1 + V 1 /(2g). The kinetic energy term, V /(2g), is predominant. As the depth of flow increases through the jump, the specific energy decreases. Flow leaves the jump area at subcritical velocity with the potential energy, y, predominant.

35-H9-2-7.png

Figure 9.2.7 - Hydraulic Jump (Source FHWA, HEC-14 Hydraulic Design of Energy Dissipators, 3ed)