Sanitary sewer design sheet Appendix C q = average per capita flow (L/cap∙d) Q(d) = peak design flow (L/s) I = unit of peak extraneous flow (L/ha∙s) , where P is population in 1000’s M = peaking factor , (L/s) Q(p) = peak population flow (L/s) , (L/s) where A = Area in hectares Q(i) = peak extraneous flow (L/s) , (L/s) Proposed Proposed Proposed Proposed Individual Cumulative Peak Proposed Proposed Proposed Sewer Full Location Location Location Peaking Pop. Flow Peak design Sewer Sewer Sewer Actual Area A Area A extraneous Sewer Length Sewer Pipe Sewer flow Street From To Pop. Pop. Factor (M) Q(p) L/s flow Q(d) Type of Capacity velocity at (hectares) (hectares) flow Q(i) L/s (m) Size (mm) Grade % velocity pipe (L/s) n = Q(d) (m/s) Project: Design: Checked: Date:
Sanitary sewer design sheet Appendix C q = average per capita flow (L/cap∙d) I = unit of peak extraneous flow (L/ha∙s) M = peaking factor Q(p) = peak population flow (L/s) Q(i) = peak extraneous flow (L/s) Q(d) = peak design flow (L/s) , where P is population in 1000’s , (L/s) , (L/s) where A = Area in hectares , (L/s) Location Street Location From Location To Pop. Individual Area A (hectares) Pop. Cumulative Area A (hectares) Peaking Factor (M) Pop. Flow Q(p) L/s Peak extraneous flow Q(i) L/s Peak design flow Q(d) Proposed Sewer Length (m) Proposed Sewer Pipe Size (mm) Proposed Sewer Type of pipe Proposed Sewer Grade % Proposed Sewer Capacity (L/s) n = Proposed Sewer Full flow velocity (m/s) Proposed Sewer Actual velocity at Q(d) Design: Checked: Date: Project:
moecc_479_appendixc-sanitary_en.docx