Page 397 - Civil Engineering Formulas

20

19 18
Expensive stilling basin and rough surface conditions 17 16

Strong jump 15 14

d 2
13
12
Acceptable performance 11
L

10 F 1 = V 1/√gd 1 Length of hydraulic jump in a horizontal channel depends on sequent depth d 2 and the Froude number of the approaching flow.
Roller d 1 V 1 9

8
Steady jump Best performance 7 6

5 4

Weak Oscillating jump jump Wavy 3 2

Undular jump Surface turbulence only 1

0 FIGURE 12.18
7 6 5 4 3
L d 2

324