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The design of canals using Kennedy’s Silt theory is explained in the following sections. Added to that, assumptions regarding the suggested theory, its concept, limitations, and improvements will be presented.

What is Kennedy’s Silt Theory?

RG Kennedy investigated canals systems for twenty years and come up with a Kennedy’s silt theory. The theory says that, the silt carried by flowing water in a channel is kept in suspension by the eddy current rising to the surface.

The vertical component of the eddy current tries to move sediment up whereas sediment weight tries to bring it down. Therefore, if adequate velocity available to create eddies so as to keep the sediment just in suspension silting will be prevented.

Eddies force according to Kennedy's silt theory

Fig.1: Eddies force according to Kennedy’s silt theory

Assumptions regarding Kennedy’s Silt Theory

  • The eddy current is generated because of friction between flowing water and the roughness of the canal bed.
  • The quality of the suspended silt is proportional to bed width.
  • The theory is applicable to those channels which are flowing through the bed consisting of sandy silt or same grade of silt.

Critical velocity based on Kennedy’s Silt Theory

Critical velocity is the mean velocity which will just make the channel free from silting and scouring. The velocity is based on the depth of the water in the channel. The general form of critical velocity is as follow:Where

Vo = Critical velocity

D = full supply depth as illustrated in fig.2.

C & n: Constants which found to be 0.546 and 0.64, respectively.

Thus, Equation 1 rewritten as follow:Moreover, Equation 2 further improved upon realization that silt grade influences critical velocity. So, a factor termed as critical velocity ratio introduced and the equation became as follows:Where

m: critical velocity ratio which equal to actual velocity (V) divided by critical velocity (Vo), value of m provided in Table 1.

Table 1 Values of m based on the type of silt

Channel liningN values
Earth0.0225
Masonry0.02
Concrete0.013 to 0.018
Depth of water in canal

Fig.2: Depth of water in canal

Limitations of Kennedy’s Silt Theory

  • Trial and error method used for the canal design using Kennedy’s Silt Theory.
  • There is no equation for bed slope assessment, so the equation developed by Kutter used to compute bed slope.
  • The ratio of channel width (B) to its depth (D) has no significance in Kennedy’s Silt Theory.
  • There is not perfect definition for salt grade and salt charge.
  • Complex phenomenon of silt transportation is not fully accounted and only critical velocity ratio (m) concept is considered sufficient.

Procedure of Canal design using Kennedy’s Silt Theory

There are two cases of canal design using Kennedy’s Silt Theory dependent on the given data. Both cases presented below:

Case 1

The following data shall be available before hand:

discharge (Q), rugosity coefficient (N), Critical velocity ratio (m) and bed slope of the channel (s).

1. Assume suitable full supply depth (D).

2. Then, find the mean velocity by using Kennedy’s equation (Equation 3).

3. After that, find the area of cross section by using continuity equation:Where:

Q: Discharge

A: cross section area

V: mean velocity computed in step 2

4.  Assume the shape of channel section with side slopes (0. 5V:1H)

5. Find out the value of base width of channel (B).

6. Then, find the perimeter of the channel (P). Which helps to find out the hydraulic mean depth of channel (R).Where:

R: hydraulic mean depth

A: canal cross section area

P: perimeter of the section

7. Finally, calculate the mean velocity (V) using kutter’s formula:Where:

N: rugosity coefficient based on type of canal lining material. Table 2 provide N values for different lining condition.

S: bed slope as 1 in ‘n’.

Both the values of V computed using equation 3 and V computed employing equation 6 must be the same. Otherwise repeat the above procedure by assuming another value of D.

Generally, the trial depth is assumed between 1 m to 2 m. If the condition is not satisfied within this limit, then it may be assumed accordingly.

Table 2 N values based on the channel lining material

Channel liningN values
Earth0.0225
Masonry0.02
Concrete0.013 to 0.018

Case 2

When discharge (Q), rugosity coefficient (N), Critical velocity ration (m) and B/D ratio are given.

1. Assume B/D = X

2. By using the Kennedy’s equation find “V” in terms of D.

3. Find the area of cross section of the channel in terms of D2.

4. By using continuity Equation 4, find the value of D. and then Find the base width (B).

5. Find hydraulic mean depth (R) with Equation 5.

6. Finally, find the value of “V”  using Equation 3.

7. Substitute the value of V in step 6 in Equation 6 will gives the longitudinal slope of the channel (S). This case will done by trial and error method.

About Sadanandam AnupojuVerified

Sadananda is a Civil Engineer and is an Author, Editor and Partner of The Constructor since 2016.