UNIVERSITY OF MIAMI
Flow Properties of Horizontal Rectangular Channel Hydraulic Jumps
Flow Rate
Q
(m
3
s
-1
)
Channel Width
B
(m)
Upstream Depth
h
1
(m)
Downstream Depth
h
2
(m)
Depth Ratio
h
2
/h
1
Upstream Velocity
v
1
(m s
-1
)
Downstream Velocity
v
2
(m s
-1
)
Velocity Ratio
v
1
/v
2
Upstream Froude Number
Fr
1
Downstream Froude Number
Fr
2
Froude Number Ratio
Fr
1
/Fr
2
Fr
1
< 1.0 : Subcritical Flow
Fr
1
= 1.0 : Critical Flow
1.0 <
Fr
1
< 1.7 : Supercritical Flow, Undular Jump
1.7 <
Fr
1
< 2.5 : Supercritical Flow, Weak Jump
2.5 <
Fr
1
< 4.5 : Supercritical Flow, Oscillating Jump
4.5 <
Fr
1
< 9.0 : Supercritical Flow, Steady Jump
Fr
1
> 9.0 : Supercritical Flow, Strong Jump
===================================================
Fr
2
< 1.0 : Subcritical Flow
Fr
2
= 1.0 : Critical Flow
1.0 <
Fr
2
< 1.7 : Supercritical Flow, Undular Jump
1.7 <
Fr
2
< 2.5 : Supercritical Flow, Weak Jump
2.5 <
Fr
2
< 4.5 : Supercritical Flow, Oscillating Jump
4.5 <
Fr
2
< 9.0 : Supercritical Flow, Steady Jump
Fr
2
> 9.0 : Supercritical Flow, Strong Jump
Some recommended references:
LMNO Engineering (2004).
Hydraulic Jump Calculation
.
Chanson, H. (2004). Hydraulics of Open Channel Flow.
King, R.P. (2001). Introduction to Practical Fluid Flow.
Cramer, M.S. (1998).
Hydraulic Jumps and Bores
Chaudhry, M.H. (1993). Open Channel Flow.
Chow, V.T. (1959). Open Channel Hydraulics.
Created & Maintained by Brian McNoldy
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