hydraulics

cranv0.7.2

Basic Pipe and Open Channel Hydraulics. Functions for basic hydraulic calculations related to water flow in circular pipes both flowing full (under pressure), and partially full (gravity flow), and trapezoidal open channels. For pressure flow this includes friction loss calculations by solving the Darcy-Weisbach equation for head loss, fl

License GPL (>= 3)0 versions1 maintainers9 deps95 weekly dl
EdM44/hydraulics
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First published · 2025-10-10 03:24:25

Last updated · 2025-10-10T01:20:02+00:00