Water-Supply Network Calculation & Balancing
Design-flow steps, Hardy-Cross iterative balancing and reference base data for municipal water-supply pipe networks.
Water-Supply Network Design Flow
Concentrated flow, max-hour demand, specific discharge, route flows and nodal flows.
Open calculator →Network Balancing (Hardy-Cross)
Iterate loop corrections until head-loss closure vanishes in every loop.
Open calculator →Base Data Tables
Standard nominal diameters and Manning roughness coefficients.
Open calculator →Water-Supply Pipe Sizing & Head Loss
Fixture-equivalent design flow, automatic diameter selection and frictional head loss.
Open calculator →Water-Supply Diameter Selection
Size by pressure drop or pre-size for a pump flow and verify the drop.
Open calculator →