Area Change (IL)
Area expansion or contraction along a pipe in an isothermal liquid network
Since R2020a
Libraries:
Simscape /
Fluids /
Isothermal Liquid /
Pipes & Fittings
Description
The Area Change (IL) block models a sudden or a gradual area change along a pipe with fixed areas and variable flow direction. When the fluid moves from port A to port B, it experiences an area contraction. When the fluid flows from port B to port A, it experiences an area expansion. The inlet and outlet areas can be equal.
Both semi-empirical and tabular formulations are available for correlating flows to losses.
Semi-Empirical Formulation
In the semi-empirical, analytical formulation, losses in pressure and velocity are characterized by a Hydraulic loss coefficient, K, in terms of a user-defined Contraction correction factor, Ccontraction, and Expansion correction factor, Cexpansion, from Crane [1]. The coefficient that characterizes area change is calculated from both expansion and contraction loss factors and based on the flow rate through the block.
For gradual conical area contractions between 0 and 45 degrees, the contraction loss factor is:
where R is the port area ratio For gradual area contraction between 45 and 180 degrees:
where θ is the Cone angle. A sudden area change has an angle of 180 degrees. In this case, the loss factor is calculated as
For gradual conical area expansions between 0 and 45 degrees, the expansion loss factor is:
and for gradual area expansion between 45 and 180 degrees:
The hydraulic loss coefficient for the pipe change segment is calculated from these values as:
where:
A is the mass flow rate through port A. Mass is conserved through the segment:
is the threshold mass flow rate for flow reversal, which is based on the Critical Reynolds number, Rec:
where:
AR is the smallest segment area (either the Cross-sectional area at port A or the Cross-sectional area at port B.)
ν is the fluid kinematic viscosity.
is the average fluid density.
Dh is the hydraulic diameter at AR:
Tabulated Data Parameterization
The loss factor can also be parameterized with user-provided data interpolated from the Reynolds number at the smallest area, which in turn is a function of the Critical Reynolds number:
Linear interpolation is employed between data points, and nearest-neighbor extrapolation is employed beyond the table boundaries.
Pressure Differential
The pressure differential over the area change is
where the pressure loss is:
Examples
Ports
Conserving
Parameters
References
[1] Flow of Fluids Through Valves, Fittings, and Pipe, Crane Valves North America, Technical Paper No. 410M
[2] Idel'chik, I.E., Handbook of Hydraulic Resistance, CRC Begell House, 1994
Extended Capabilities
Version History
Introduced in R2020a
See Also
Pipe Bend (IL) | Elbow (IL) | Local Resistance (IL) | T-Junction (IL)