MIStructE_IRE
Structural
- Sep 23, 2018
- 816
Hi,
We’ve often used slow bends (15 degree) in underground drainage for surface water because it seems reasonable.. Is there a basis of design for slow bends or some guidance/reference as to what is acceptable?
I’ve never done this for wastewater though.
Thanks
We’ve often used slow bends (15 degree) in underground drainage for surface water because it seems reasonable.. Is there a basis of design for slow bends or some guidance/reference as to what is acceptable?
I’ve never done this for wastewater though.
Thanks