Flow, friction loss and the velocity rules — water line sizing the engineer's way, free.
Minimum pipe diameter to carry a flow at your chosen design velocity, with the next standard size suggested.
Head loss in a pipe with the friction factor solved automatically (Swamee–Jain) from roughness and Reynolds number.
Friction loss for water pipes by the Hazen–Williams formula with your C coefficient.
Water content of a pipeline — for flushing, dosing, draining and freeze-protection planning.
Add static lift, discharge head, and suction/discharge friction into the total head a pump must develop.
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