Eng-Tips is the largest engineering community on the Internet
Intelligent Work Forums for Engineering Professionals
-
Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!
-
turning radius
The answer to all of your questions can be found by visiting the following links. Please check your State Standards. For the State of California please refer to the following reference. State of California Highway Design Manuals...- dskzeus
- Post #4
- Forum: Traffic Engineering
-
Ductile Iron pipe Vs Reinforce Concrete Pipe
I did not know what the coefficient "K" stands for. If it refers to roughness coefficient than in terms of Manning's coefficient for roughness "n" the materials are considered equal. Therefore, there is no advantage of one material over the other.If you lined the DIP it would be better...- dskzeus
- Post #8
- Forum: Storm/Flood engineering
-
Storm Water Energy Dissipator with limited length
I have another option for you. On many embankments with 2 to 1 slopes, 20 to 30 feet high. The down drains have a conventional CMP "T" fitting attached to the end of the pipe. You could use this concept with a 36" by 36" x 36" T and attach a 36 inch flared and section to each side outlet to...- dskzeus
- Post #7
- Forum: Storm/Flood engineering
