French Drain Volume & Minimum Slope Hydraulics
Drainage Math for 60' Trench (12"W Γ 18"D) with 4" Pipe
- Trench Excavation Volume = 60' Γ 1.00' Γ 1.50' = 90.0 cu ft.
- Perforated Pipe Displacement = Ο Γ (0.167')Β² Γ 60' = 5.2 cu ft.
- Net Gravel Void = (90.0 - 5.2) Γ· 27 = 3.14 cubic yards.
- Stone Weight = 3.14 ydΒ³ Γ 1.45 tons/ydΒ³ Γ 1.15 compaction = 5.2 tons #57 stone.
- Required Trench Slope: 1/8" drop per foot Γ 60' = 7.5 inches total elevation fall.