Hydraulic resistance in elbow
Local Hydraulic Resistances
The Elbow block represents an elbow as a local hydraulic resistance. The pressure loss is computed with the semi-empirical formula based on pressure loss coefficient, which is determined in accordance with the Crane Co. recommendations (see , p. A-29). Two types of elbow are considered: smoothly curved (standard) and sharp-edged (miter). The block covers elbows in the 5–100 mm and 0–90 degrees range.
The block is based on the Local Resistance block. It computes the pressure loss coefficient and passes its value, as well as the critical Reynolds number value, to the Local Resistance block, which computes the pressure loss according to the formulas explained in the reference documentation for that block.
The pressure loss for turbulent flow regime is determined according to the following formula:
|Pressure loss coefficient|
|Elbow cross-sectional area|
The flow regime is checked in the underlying Local Resistance block by comparing the Reynolds number to the specified critical Reynolds number value. For laminar flow regime, the formula for pressure loss computation is modified, as described in the reference documentation for the Local Resistance block.
The core data for the pressure loss coefficient computation
is the table-specified relationship between the friction factor
the internal diameter for clean commercial steel pipes, with flow
in the zone of complete turbulence (see , p. A-26). For smoothly curved, standard
90o elbows, the pressure loss coefficient
is determined with the formula
For elbows with different angles, the coefficient is corrected with the relationship presented in , Fig.4.6:
where α is the elbow angle in degrees (0 ≤ α ≤ 90).
Therefore, the pressure loss coefficient for smoothly curved, standard elbows is determined with the formula
For sharp-edged, miter bends the pressure loss coefficient is determined according to the table provided in , p. A-29, as a function of the elbow diameter and angle
where 5 ≤
d ≤ 100 mm
and 0 ≤ α ≤ 90 degrees.
Connections A and B are conserving hydraulic ports associated with the block inlet and outlet, respectively.
The block positive direction is from port A to port B. This means that the flow rate is positive if fluid flows from A to B, and the pressure differential is determined as .
The formulas used in the Elbow block are very approximate, especially
in the laminar and transient flow regions. For more accurate results,
use the Local Resistance block with a table-specified
Fluid inertia is not taken into account.
The transition between laminar and turbulent regimes
is assumed to be sharp and taking place exactly at
The elbow is assumed to be made of a clean commercial steel pipe.
The internal diameter of the pipe. The value must be in the
range between 5 and 100 mm. The default value is
The angle of the bend. The value must be in the range between
0 and 90 degrees. The default value is
The parameter can have one of two values:
curved elbow or
The default value is
Smoothly curved elbow.
The maximum Reynolds number for laminar flow. The transition
from laminar to turbulent regime is assumed to take place when the
Reynolds number reaches this value. The value of the parameter depends
on the orifice geometrical profile. You can find recommendations on
the parameter value in hydraulics textbooks. The default value is
Parameters determined by the type of working fluid:
Fluid kinematic viscosity
The block has the following ports:
Hydraulic conserving port associated with the elbow inlet.
Hydraulic conserving port associated with the elbow outlet.
 Flow of Fluids Through Valves, Fittings, and Pipe, Crane Valves North America, Technical Paper No. 410M
 George R. Keller, Hydraulic System Analysis, Published by the Editors of Hydraulics & Pneumatics Magazine, 1970