sloughshark
Bioengineer
- Oct 23, 2003
- 8
Anyone had any luck convincing the regulators that a baffled culvert is appropriate.
I am having trouble meeting fish passage requirements with less than 5 CSP culverts and a bridge is way too expensive. I’m in a location where slopes are low, typically less than 1%, so I thought I’d try a baffled culvert. The ones with vertical steel plates welded inside the culvert. They have been used in other jurisdictions but I’m having a lot of trouble getting the regulators here to consider it.
They say that maintenance, keeping the pipe clean, will be a problem. I argued that the high flows should wash it clean, they didn’t buy it. Sedimentation will change the hydraulics of the pipe and result in a blockage to fish passage.
Anyone else have an argument that has worked, or an alternative solution……
I am having trouble meeting fish passage requirements with less than 5 CSP culverts and a bridge is way too expensive. I’m in a location where slopes are low, typically less than 1%, so I thought I’d try a baffled culvert. The ones with vertical steel plates welded inside the culvert. They have been used in other jurisdictions but I’m having a lot of trouble getting the regulators here to consider it.
They say that maintenance, keeping the pipe clean, will be a problem. I argued that the high flows should wash it clean, they didn’t buy it. Sedimentation will change the hydraulics of the pipe and result in a blockage to fish passage.
Anyone else have an argument that has worked, or an alternative solution……