b245dj
Civil/Environmental
- Oct 20, 2002
- 2
I am unfamiliar with HDD for water main projects. I am designing a new 8' water main at a developed area and will be considering HDD as an alternate. I am not sure HDD will be applicable for all the pipe runs due to sharps curves, short runs prior to an intersection, etc. Typically, does HDD pipe go below all conflicts or does the profile vary. Are there any good design guidelines out there that may help. Thanks.