Input data

Diameter

Output data

Head loss coefficient (Kq)

k applicable to hf = k.U²/2g

Description

This calculation determines the head loss coefficients for a tee with symmetric bilateral outflow, where the flow is evenly divided between the two outlets.

Based on the outlet diameter and total flow rate, the calculation provides head loss coefficients applicable to the following equations:

h_f = k \frac{U^2}{2g}

h_f = K_Q Q^2

These coefficients are essential for analyzing head losses in hydraulic systems, helping to size and optimize piping networks.

Failed to load imageTee with Symmetric Bilateral Outflow

Input and Output Data

Input

Parameter	Standard Units	Description
Diameter ( $d$ )	mm	Outlet diameter of the tee
Flow rate ( $Q$ )	m³/s	Total flow rate passing through the tee

Output

Parameter	Standard Units	Description
Velocity ( $U$ )	m/s	Fluid velocity at the outlet
Head loss coefficient ( $K_Q$ )	-	Coefficient used in the equation $h_f = K_Q Q^2$
Head loss ( $h_f$ )	m	Head loss associated with the flow
Coefficient $k$	-	Value of $k$ applicable to the equation $h_f = k \frac{U^2}{2g}$

Description

This calculation determines the head loss coefficients for a tee with symmetric bilateral outflow, where the flow is evenly divided between the two outlets.

Based on the outlet diameter and total flow rate, the calculation provides head loss coefficients applicable to the following equations:

h_f = k \frac{U^2}{2g}

h_f = K_Q Q^2

These coefficients are essential for analyzing head losses in hydraulic systems, helping to size and optimize piping networks.

Failed to load imageTee with Symmetric Bilateral Outflow

Input and Output Data

Input

Parameter	Standard Units	Description
Diameter ( $d$ )	mm	Outlet diameter of the tee
Flow rate ( $Q$ )	m³/s	Total flow rate passing through the tee

Output

Parameter	Standard Units	Description
Velocity ( $U$ )	m/s	Fluid velocity at the outlet
Head loss coefficient ( $K_Q$ )	-	Coefficient used in the equation $h_f = K_Q Q^2$
Head loss ( $h_f$ )	m	Head loss associated with the flow
Coefficient $k$	-	Value of $k$ applicable to the equation $h_f = k \frac{U^2}{2g}$

References

Azevedo Netto - Manual de Hidráulica.

Calculations

Tee with symetric bilateral outflow

Input data

Diameter

Output data

Head loss coefficient (Kq)

k applicable to hf = k.U²/2g

Input data

Diameter

Output data

Head loss coefficient (Kq)

k applicable to hf = k.U²/2g

Description

Input and Output Data

Input

Output

Description

Input and Output Data

Input

Output

References