Open Channel Flow Basics 2 - Supercritical Flow

Written by:  • Edited by: Lamar Stonecypher
Updated Jul 28, 2010

Supercritical flow is open channel flow with high flow velocity and depth less than critical depth. Subcritical flow has a low flow velocity and depth that is deeper than critical depth. The Froude number will be greater than one for supecritical flow and less than one for subcritical flow.

Types of Open Channel Flow

Supercritical flow, subcritical flow, and critical flow are categories of open channel flow. Any open channel flow must be in one of these three categories. Supercritical flow is generally high flow velocity, shallow flow (less than critical depth) on a steep channel slope that has Froude number greater than one. Subcritical flow, on the other hand, is characterized by slower flow velocity, deeper flow depth (more than critical depth) on a shallow channel slope with Froude number less than one. Critical flow is the dividing condition between supercritical flow and subcritical flow.

Conditions for Critical, Subcritical and Supercritical Flow

Let's take a look at the conditions for critical flow first. It's the dividing line between subcritical and supercritical flow. The parameter, specific energy, is often used to introduce the concepts of critical, subcritical, and supercritical flow. The specific energy of a liquid flowing in an open channel is defined to be the sum of its kinetic and potential energy per unit weight of flowing liquid, relative to the channel bottom.

Thus: E = y + V2/2g, where

specific energy and critical flow
click to enlarge

E = specific energy, ft-lb/lb,

y = depth of flow above the channel bottom, ft,

g = acceleration due to gravity = 32.2 ft/sec2, and

V = average flow velocity, ft/sec, = Q/A, where

Q = volumetric flow rate, cfs, and

A = cross-sectional area of flow normal to the direction of flow, ft2.

The figure at the right above, shows a plot of specific energy versus depth of flow for a particular rectangular channel example. It shows the general pattern for how specific energy, E, varies with depth. At large values of depth, E is large because y is large. For very small values of y, E is large because the flow velocity, V, becomes large, making the kinetic energy large. In between there will be a point at which the specific energy, E, is a minimum. This is the point that is defined to have critical flow conditions (occurring a depth of flow = critical depth). Flows with a shallower depth and higher flow velocity are called supercritical flow and flows with a higher depth and smaller flow velocity are called subcritical flow, as shown on the diagram.

By using a little calculus (setting dE/dy = 0 and solving for y), it can be shown that yc = (q2/g)1/3, for a rectangular channel, where

yc = critical depth (depth of flow at critical flow conditions), ft,

q = Q/b, cfs/ft, and

b = width of the rectangular channel, ft.

The Froude Number as Related to Critical Flow

The Froude Number is a dimensionless parameter used in connection with open channel flow. For flow in a rectangular channel, the Froude Number is defined as: Fr = V/(gy)1/2, where the variables in the definition are as defined in the previous section. The equation for critical depth in the previous section, yc = (q2/g)1/3, can be rearranged after substituting q = Q/b and Q = VA = Vby, to give the equation: V2/gyc = 1, or in other words, Fr2 = 1, or Fr =1 for critical flow conditions. This can be extended to give the following results:

for Fr < 1, flow is subcritical

for Fr = 1, flow is critical

for Fr > 1, flow is supercritical

This gives a set of criteria for determining whether a given flow is subcritical, critical, or supercritical flow.

The Hydraulic Jump

hydraulic jump
click to enlarge
A physical situation in which both supercritical flow and subcritical flow will be present is the hydraulic jump. Whenever supercritical flow is taking place on a slope that will not sustain the supercritical flow, then a hydraulic jump will be present to make the abrupt transition from supercritical to subcritical flow. This would occur, for example, when the slope of a channel decreases from a steep slope on which supercritical flow occurs to a mild slope that can only sustain subcritical flow. The figure at the right illustrates this situation.


Comments

Showing all 12 comments
 
Harlan Bengtson Oct 10, 2011 7:03 PM
Hydraulic Jump Depths
See the article, "Open Channel Flow Basics - Hydraulic Jump Calculations," at http://www.brighthub.com/engineering/civil/articles/55054.aspx. for an equation relating the depth before the jump, the depth after the jump and the Froude number before the jump for a hydraulic jump in a rectangular channel.
Firas Jamil Oct 10, 2011 6:47 PM
Hydraulic Jump
am doing agraduation project in my university of jordan, and i want someone to help me to find an equation for the Hight after Jump in Hydraulic jumps in rectangular channels!
I took some data befor the jump and after the jump in my lab and i did abest fit on the MATLAB then i found a linear and quadratic equations ..
would that help, because that what my Professor asked me to do, and i have No idea what hes trying to do :D!
he told me to do something with Froude Number and asked me to get some Plots for Froude and the energy losses ..
I hope my message is clear enough so anyone would help me ..
thank you ..
Firas Jamil Amman Jordan
nebbar Oct 26, 2010 4:27 PM
bibliographie of critical flow in open channel
I want the article of critical flow in open channel
Harlan Bengtson Aug 29, 2010 3:56 PM
Software for Pipe Network Calculations
You might try looking for software to carry out Hardy Cross calculations. The Hardy Cross method was developed for design of water distribution pipe networks.
Andre Aug 19, 2010 2:06 AM
Hydraulic jump
Thanks Harlan
Harlan Bengtson Aug 18, 2010 10:24 AM
Hydraulic Jump
Andre,
If the Froude number is still greater than one after the slope change, then the flow will still be supercritical with the smaller slope and there will be no hydraulic jump.

The depth of flow after a hydraulic jump will be the normal depth for the channel downstream of the jump.

Harlan Bengtson
obaid alonazi Aug 14, 2010 6:31 AM
what is the software deal with such situation
i woul like to know the softwarw can solve sequential pipes with diffrent slope as huge complesx and what is the best software name can deall with this case
Andre Aug 13, 2010 5:55 AM
Hydraulic jump
Good day. I am a chemical engineer from South Africa. This is not quite my field, but I have to do some calcs to determine if a hydraulic jump would occur. The situation is that water flows in a channel with a 7 degree slope, and after a while the slope changes to 4 degrees. The Froude number is 3.5 and 2.6 respectively, so super-critical flow is still possible after the slope change. So I would just like to find out if a hydaulic jump would still occur even though super-critical flow is still possible after the change in slope? And another question, should the flow be sub-critical after the slope change, will the liquid level after the jump be that of the hydraulic jump height and then return to the normal height if the flow continues over a large distance afterwards?
Thank you.
Regards,
Andre
Harlan Bengtson Aug 3, 2010 11:08 AM
Froude Number for Hydraulic Jump
A hydraulic jump is a transition from supercritical flow conditions to subcritical flow. It occurs when supercritical flow is taking place on a slope that is too shallow to maintain the supercritical flow. Thus the upstream flow before the hydraulic jump must be supercritical flow. With a Froude Number less than one, the flow is already subcritical, so no hydraulic jump is needed.
Emeka Aug 3, 2010 1:28 AM
why is it impossible for a hydraulic jump to occur when the froudes number is less than one
why is it impossible for a hydraulic jump to occur when the froudes number is less than one
ramon alberto galindo pacheco Apr 17, 2010 3:07 PM
critical depth in open channel
Twenty years ago I carried out a theoretical and experimental investigation in critical conditions on compound channel with floodplains and different roughness . This investigation was carried out in order to obtain the PhD title at Politecnico di Milano- Italy.
Thanks
Nebbar Feb 6, 2010 12:31 PM
history of flow critical
good morning, I want the history or bibliographie of critical flow in open chennel
 
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