Mac Moonfire
REGISTERED
I'm trying to size storm building drains from BC plumbing code 2018.
Table 2.4.10.9. and the notes are easy enough to calculate the potential hydraulic load based on the roofs area.
I have a site where two buildings are discharging both gutters and foundation drainage into a main that end in ditch.
I don't know how to calculate the hydraulic load of the drainage system. It seems very site-specific anyway
Thanks

	
		
			
		
		
	
				
			Table 2.4.10.9. and the notes are easy enough to calculate the potential hydraulic load based on the roofs area.
I have a site where two buildings are discharging both gutters and foundation drainage into a main that end in ditch.
I don't know how to calculate the hydraulic load of the drainage system. It seems very site-specific anyway
Thanks

 
	