**Gate Outlet **allows a gate control to be modelled. The gate outlet uses the Torricelli's equation to calculate the flow when the gate is surcharged. When unsubmerged, the flow through the gate is calculated using the weir formula.

# Specification

* Height* - Enter the size of the gate.

* Width *- Enter the size of the gate.

* Coefficient of Contraction* - Enter the coefficient of contraction of the gate. A default value of 0.61 is given and is suitable for a vertical gate

* Invert Level *- Enter the invert level of the gate.

# Calculations

When gate is submerged the flow rate is calculated using Torricelli's equation:

Where:

A_{o} = Area of the gate opening

H_{e}= The effective head seen by the gate.

C_{d} = Coefficient of contraction.

Weir behaviour occurs when the inlet water level is below the top of the gate opening:

Where:

C_{d} = Coefficient of contraction

b = Gate width

h = Depth of water above the invert level of the gate.

Note

More details can be found in the SWMM Reference Manual Volume II - Hydraulics which is available Here.