Basic Pipe and Open Channel Hydraulics


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Documentation for package ‘hydraulics’ version 0.2.1

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colebrook Calculates the Darcy-Weisbach Friction Factor f
darcyweisbach Solves the Darcy-Weisbach Equation for the either head loss (hf), flow rate (Q), diameter (D), or roughness height (ks).
dens Functions to calculate water properties: density, dynamic and kinematic viscosity
dvisc Functions to calculate water properties: density, dynamic and kinematic viscosity
kvisc Functions to calculate water properties: density, dynamic and kinematic viscosity
manningc Solves the Manning Equation for gravity flow in a circular pipe
manningt Solves the Manning Equation for water flow in an open channel
moody Creates a Moody diagram with optional manually added points
reynolds_number Calculates the Darcy-Weisbach Friction Factor f
spec_energy_trap Creates a specific energy diagram for a trapezoidal channel
velocity Calculates the Darcy-Weisbach Friction Factor f
waterprops Functions to calculate water properties: density, dynamic and kinematic viscosity
xc_circle Creates a cross-section plot for a partially filled pipe
xc_trap Creates a cross-section plot for an open channel