200 gpm of water from an atmospheric supply tank, up 30 feet of elevation, through 150 feet of 3-inch Sch 40 carbon steel pipe with a real set of fittings — entrance, four 90° elbows, a gate valve, and a pipe exit. Open it in ChemForge and watch every term that makes up the pressure drop.
Friction factor uses the Serghides approximation to the Colebrook–White equation — accurate across the laminar, transitional, and turbulent regimes, and continuous through Re = 2300. The total pipe pressure drop is the sum of the Darcy–Weisbach friction term, the fitting K-factors (3-K method via the standard Crane-style tables), and the elevation head.
The standalone gate valve unit contributes its own K-factor — a separate ΔP step in the simulation — and the connector adds the friction, fittings, and elevation. Pump shaft power is computed from the volumetric flow, density, ΔP, and efficiency.
Everything runs in your browser. Nothing is uploaded; nothing leaves the page. Save the flowsheet to JSON and reload it later, or share it as a file alongside a spec sheet or a homework solution.
Hydraulic sizing is the calculation every plant and design engineer ends up doing in a spreadsheet they don’t fully trust. The textbook version is straightforward, but a real piping run mixes friction, fittings, elevation, valves, and a pump curve — and getting the units and the K-factor conventions consistent is where mistakes happen. Doing it as a flowsheet keeps everything in one place and makes the “what if I swap the pipe size?” question a single click instead of a spreadsheet rewrite.
Two streams, one mixer. The simplest mass + energy balance — the warm-up before tackling hydraulics.
ConvergenceClosed material recycle with Wegstein acceleration — the next thing to learn after you’ve got steady-state down.
SafetyFrom process hydraulics to safety: PSV sizing for the case when something goes wrong upstream.
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