Does anyone have a suggestion on how to model the Brentwood StormTank when placing them in a staked configuration?
I am trying to model two - 36" high units.
I'm using HydroCAD 9.10
Design calls for a 30" HDPE pipe that outfalls to a storm water pond with a 5:1 side slope. The top of pipe is approximatley 3ft below the control elevation of the pond. The end treatment called for is a cast in place Mitered End Section.
The contractor neglected to install/construct the MES...
What is the max grade change with out a vertical curve?
We are reviewing a Parking Garage submittal by another engineering firm. The slope on a ramp is 13% with no vertical curve (one level to the next). We talked to the engineer and he said it was okay b/c the speed limit was 10 MPH. We...
Looking for a way to check the turning radius and sweep path of a semi-tractor in reverse. The templates I have, I've been told, are only for forward movements.
Thanks.
