Structural
2 calculators
Pipe Flow
4 calculators
Flow
Solve Q = A·V for pipe flow. Enter any two of discharge, velocity, or diameter.
Head Loss
Friction head loss in pressurised pipes using Darcy–Weisbach with Swamee–Jain friction factor.
Hazen–Williams
Friction head loss for water in pipes using the empirical Hazen–Williams formula.
Reynolds Number
Classify flow as laminar, transitional, or turbulent.
Minor Losses
6 calculators
Entrance Loss
Head loss at the entrance from a reservoir/tank into a pipe.
Exit Loss
Head loss at pipe exit to a reservoir (full velocity head lost, K = 1).
Sudden Contraction
Head loss for abrupt pipe contraction from D1 to D2.
Sudden Enlargement
Borda–Carnot loss for sudden pipe enlargement.
Gradual Contraction
Head loss for a conical reducer based on cone half-angle.
Gradual Enlargement
Diffuser head loss based on cone angle and area ratio.
Pumps & Pipes
3 calculators
Water Supply
6 calculators
Population Forecast
Forecast design population using arithmetic, geometric, and incremental increase methods.
Per Capita Demand
Total water demand including domestic, commercial, institutional, fire, and losses. Nepal default 135 LPCD.
Slow Sand Filter
Filter bed area for a slow sand filter from design flow and filtration rate.
Rapid Sand Filter
Filter bed area and number of beds for a rapid gravity sand filter.
Chlorine Dose
Mass of chlorine or bleaching powder required per day for disinfection of a water supply.
Detention Time
Hydraulic detention time in a tank or basin for a given volume and flow.
Open Channel
1 calculator