/Physical Modeling/Fluids/Isothermal Liquid/Pipes & Fittings/Gradual Area Change (IL)
Sudden Area Change (IL)
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/Physical Modeling/Fluids/Isothermal Liquid/Pipes & Fittings/Sudden Area Change (IL)
Description
In blocks Gradual Area Change (IL) and Sudden Area Change (IL) A gradual or sudden change in the cross-sectional area is modeled for pipeline systems with constant cross-section and variable flow direction. The channel narrows in the direction from port A to port B. To simulate the expansion of the channel, the unit should be installed so that the liquid moves in the direction from port B to port A. The areas at the entrance and exit can be the same.
Semi-empirical and tabular methods for determining the dependence of losses on flow characteristics are available for calculating pressure losses.
The semi-empirical method
In the analytical semi-empirical method, the dependence of pressure losses on flow rates is determined by the coefficient of hydraulic losses , which in turn is determined through user-defined parameters, Contraction correction factor and Expansion correction factor, for more information, see [1]. The coefficient of hydraulic losses is calculated based on the coefficients of expansion and contraction losses and the mass flow of fluid through the block.
In the case of gradual narrowing with a cone angle ranging from 0° before 45° The coefficient of loss in narrowing is determined as follows:
where
— channel narrowing coefficient ;
— cone angle, parameter value Cone angle.
And in the case of a gradual narrowing with a cone angle in the range between 45° and 180° the loss factor will be defined as:
.
In the case of a sudden narrowing of the channel, the cone angle is 180°. Then the loss coefficient is calculated as:
In the case of a gradual expansion of the channel with a cone angle in the range of 0° before 45° The loss factor will be determined as follows:
In the case of gradual expansion with a cone angle between 45° and 180°:
Based on the data obtained, the coefficient of hydraulic losses for a pipeline segment with a narrowing or widening of the channel will be determined:
where
— mass flow through port A. The mass is stored in the block:
— the value of the mass flow rate at which the separation recirculation zone occurs is determined by the value of the parameter Critical Reynolds number, :
where
— the smallest cross-sectional area of the channel (or the values of the parameters Cross-sectional area at port A or Cross-sectional area at port B);
ν — kinematic viscosity of the liquid;
ρ — the average density of the liquid;
— hydraulic diameter in cross section :
Tabular parameterization method
The hydraulic loss coefficient can also be determined using user-provided interpolated data obtained in the minimum cross-section for different Reynolds numbers, i.e. data that is a function of the critical Reynolds number (parameter value Critical Reynolds number):
Intermediate values between neighboring points are determined by linear interpolation, and the nearest neighbor method is used outside the boundaries of the table.
Pressure drop
The pressure drop in the constriction/expansion is determined as follows:
ρ
where the last term is the pressure loss, determined by the expression:
The isothermal liquid port corresponds to the liquid outlet.
Program usage name
port_b
Parameters
Parameters
#Local loss parameterization —
hydraulic loss model
Semi-empirical correlation - sudden area change | Semi-empirical correlation - gradual area change | Tabulated data - loss coefficient vs. Reynolds number
Details
A model of hydraulic losses for narrowing/widening the channel. You can choose one of the methods for determining hydraulic pressure losses: one of two analytical semi-empirical methods (sudden or conical contraction/expansion), or substitute your own data by selecting Tabulated data - loss coefficient vs. Reynolds number.
Values
Semi-empirical correlation - sudden area change | Semi-empirical correlation - gradual area change | Tabulated data - loss coefficient vs. Reynolds number
Default value
—
Program usage name
loss_type
Evaluatable
No
#Cone angle —
the angle of the cone forming the inner walls of the flow constriction/expansion channel
rad | deg | rev | mrad | arcsec | arcmin | gon
Details
The angle (solution) of the cone forming the inner walls of the narrowing channel and located at the base of the port A.
Dependencies
To use this parameter, set for the parameter Local loss parameterization meaning Semi-empirical correlation - gradual area change.
Units
rad | deg | rev | mrad | arcsec | arcmin | gon
Default value
30.0 deg
Program usage name
cone_angle
Evaluatable
Yes
#Cross-sectional area at port A —
port cross-sectional area A m^2 | um^2 | mm^2 | cm^2 | km^2 | in^2 | ft^2 | yd^2 | mi^2 | ha | ac
#Contraction correction factor —
correction factor in the equation of pressure loss during constriction
Details
The coefficient used in the semi-empirical method for calculating the loss coefficient in case of narrowing of the flow.
Dependencies
To use this parameter, set for the parameter Local loss parameterization meaning Semi-empirical correlation - sudden area change or Semi-empirical correlation - gradual area change.
Default value
1.0
Program usage name
k_contraction
Evaluatable
Yes
#Expansion correction factor —
correction factor in the equation of pressure loss during expansion
Details
The coefficient used in the semi-empirical method for calculating the loss coefficient in case of flow expansion.
Dependencies
To use this parameter, set for the parameter Local loss parameterization meaning Semi-empirical correlation - sudden area change or Semi-empirical correlation - gradual area change.
Default value
1.0
Program usage name
k_expansion
Evaluatable
Yes
#Reynolds number vector —
a vector of values of Reynolds numbers for the tabular parameterization method
Details
A vector of values of Reynolds numbers for the tabular parametrization method of narrowing/widening the channel. The elements of the vector must match the elements of the vectors Expansion loss coefficient vector and Contraction loss coefficient vector. The values of the vector elements should be listed in ascending order.
Dependencies
To use this parameter, set for the parameter Local loss parameterization meaning Tabulated data - loss coefficient vs. Reynolds number.
#Contraction loss coefficient vector —
vector of loss coefficients during narrowing
Details
Vector of loss coefficients in case of narrowing of the flow corresponding to the parameter Reynolds number vector. The items should be listed in descending order and should be larger 0.
Dependencies
To use this parameter, set for the parameter Local loss parameterization meaning Tabulated data - loss coefficient vs. Reynolds number.
#Expansion loss coefficient vector —
vector of expansion loss coefficients
Details
Vector of loss coefficients in case of flow expansion corresponding to the parameter Reynolds number vector. The items should be listed in descending order and should be larger 0.
Dependencies
To use this parameter, set for the parameter Local loss parameterization meaning Tabulated data - loss coefficient vs. Reynolds number.
#Critical Reynolds number —
the upper bound of the Reynolds numbers for laminar flow in a channel
Details
The upper bound for the Reynolds number, which characterizes the laminar flow regime of a liquid in a minimal section.
Default value
150.0
Program usage name
Re_critical
Evaluatable
Yes
Literature
Crane Co. Flow of Fluids Through Valves, Fittings, and Pipe TP-410. Crane Co., 1981.
Idelchik I. E. Handbook of hydraulic resistance / Edited by M. O. Steinberg. — 3rd ed., reprint. and add. — M.: Mechanical Engineering, 1997. — 672 p.: ill. — ISBN 5-217-00393-6.