§570.APPENDIX F. Recommend Effluent Transport Systems Designs

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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

Pipe Rectangular Trapazoidal

                    
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