InfoDrainage 2021.1 Help Documentation infodrainage2021v1

Versions Compared


  • This line was added.
  • This line was removed.
  • Formatting was changed.

V-Notch Weir flow is calculated using the following formula:



Cd = Coefficient of Discharge

vang = internal angle of the V (degrees)

g = acceleration due to gravity (9.81 m²/s)

H = height of water above weir invert

When the downstream level is above the crest level the software will use the Villemonte equation to simulate the submerged nature of the flow:


Qs = Submerged Flow Rate

Q = Free-flow rate at H

Yd = Depth downstream

H = Water Depth at point of measurement

Note: Discharge exponent of 2.5 (5/2) used for V-Notch weirs.

V-Notch Weir: Specifications 

Angle of V - Enter the angle of the V in degrees.

Coefficient of Discharge - Enter the discharge coefficient of the weir. A default value of 0.59 is given.

Invert Level - The invert level of the Weir.