Ill. Admin. Code tit. 35, pt. 570, subpt. B, app F

Current through Register Vol. 48, No. 43, October 25, 2024

Appendix F - Recommend Effluent Transport Systems Designs

Type	Maximum Flow* Qf (gpm)	Minimum Slope (%)	Design Velocity (fps)	Materials	Dimensions
Pipe	179	0.5	2	PVC	6" diam
	332	0.4	2	PVC	8" diam

Open Channel
Rectangular	224	0.33	2	Concrete, Wood, Asphalt, Aluminum	6" x 6"

Trapazoidal	224	0.37	2	Concrete, Wood, Asphalt, Aluminum	b = 6" S = 2:1 d = 3'

Mannings Equation with n = 0.013