Modeling a culvert with groundwater always present in channel
Modeling a culvert with groundwater always present in channel
(OP)
I'm trying to design a culvert for a road that will cross an existing concrete storm drainage channel. The ground water table is above the channel bottom so groundwater is always present in the channel and occupies 20%~50% of the channel depth.
How do I approach this problem? How do I account for the water present in the channel?. How will it affect my design flow, manning's n value, channel dimensions etc... and what software could be used for design ?
How do I approach this problem? How do I account for the water present in the channel?. How will it affect my design flow, manning's n value, channel dimensions etc... and what software could be used for design ?
RE: Modeling a culvert with groundwater always present in channel
RE: Modeling a culvert with groundwater always present in channel
RE: Modeling a culvert with groundwater always present in channel
In my office, we use Bentley CivilStorm/SewerGems as well as HY-8.
RE: Modeling a culvert with groundwater always present in channel
My glass has a v/c ratio of 0.5
Maybe the tyranny of Murphy is the penalty for hubris. - http://xkcd.com/319/
RE: Modeling a culvert with groundwater always present in channel
RE: Modeling a culvert with groundwater always present in channel
RE: Modeling a culvert with groundwater always present in channel
RE: Modeling a culvert with groundwater always present in channel
RE: Modeling a culvert with groundwater always present in channel