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Temporary Channel Liners

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proletariat

Civil/Environmental
Joined
Apr 15, 2005
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148
Location
US
We often specify a temporary channel liner in a swale to prevent erosion.

Let's say that liner is a single-net straw blanket w/ a shear resistence of 1.55 psf.

Ideally, grass is going to grow in to replace the temporary liner. However, grass can have a shear resistence as low as 0.6 psf.

The implication is that the channel may be bumped up to requiring a permenant liner because stabilized grass fails the shear condition.

How are people handling this? Do you go with the permenant liner, or do you assume the channel will always and forever have the permissable shear value of the temporary liner?
 
In many cases where we have had channels erode in the past we go back and put in a liner. Now we have a good feel for where they will be needed and we use North American Green design software, which is pretty helpful. We do have some issues with a local long grow-in period.
 
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