Diameter of PVC Pipe: Discharge in cu.m/hr: Elevation of distribution chamber: Acceleration due to gravity(g) R.L of G.L at the point of distribution chamber: R.L. of Spout Outlet: Buried Pipeline Design Description Value Discharge in(cu.m/sec) Diameter in m(d) Diameter in mm Area of pipe in sq.m Friction Factor(f) Velocity flow through Pipe Head Loss in meters R.L. of distribution chamber Elevation of farthest outlet V^2 2g (V^2)/2g Click here to Calculate of Losses at structure & valve Hide Inputs for calculation Losses at structure and valve 90 Bend-   K: No: Friction Loss(due to fittings): Sluice-   K: No: Friction Loss(due to fittings): 90 tees-   K: No: Friction Loss(due to fittings): Exit-   K: No: Friction Loss(due to fittings): 45 Elbow-   K: No: Friction Loss(due to fittings): Total Losses at Structure and valve: Click here to Calculate Head Available & max length pipeline Hide Head available Max. permissible length of pipe line