1.2 1 0.8 0.6 Vs/Vf Qs/Qf 0.4 d/D =35% 0.2 0 0 0.2 Qs/Qf =0.25 START HERE Vs/Vf =0.8 0.4 0.6 0.8 QS/QF OR VS/VF 1 1.2 1.4
1.2 1 0.8 0.6 Qs/Qf Vs/Vf 0.4 d/D =35% 0.2 0 0 0.2 Qs/Qf =0.25 START HERE 0.4 0.6 0.8 Vs/Vf =0.8 QS/QF OR VS/VF 1 1.2 1.4
AED%20Design%20Requirements%20-%20Sanitary%20Sewer%20and%20Septic%20Systems_Sep_09.docx