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Flow Calculations
Rectangle Weirs:
Contracted:
Flow, Q = 3.33 (L - 0.2H) H1.5
Suppressed:
Flow, Q = 3.33 L(H1.5)
Q = Flow, cubic feet per second
L = Length of crest, feet
H = Upstream head, feet
Cipoletti Weirs:
Flow, Q = 3.367 L(H1.5)
Q = Flow, cubic feet per second
L = Length of crest, feet
H = Upstream head, feet
V-Notch Weirs:
90' V-notch:
Flow, Q = 2.50 H2.50
60' V-notch:
Flow, Q = 1.443 H2.50
45' V-notch:
Flow, Q = 1.035 H2.50
30' V-notch:
Flow, Q = 0.685 H2.45
Q =
Flow, cubic feet/second
H = Upstream head, feet
Example:
The upstream head for a 90* V-notch weir is 3 inches. The flow
in cubic feet per second is:
Convert head to feet:

Determine flow rate:

This can then be converted to other units of measure i.e. Million gallons
per day or gallons per minute
Example:

Calculation of Flow Rate:
The flow can be calculated in cubic feet per second (cfs) using
the following equation:
Flow, Q = 4 (W)(Ha)1.52W0.026
Q = flow cfs
W = Width of the throat, ft
Ha = Upstream head, ft
Example:
The upstream head (Ha) in a 2.5 ft. throat flume is 9
inches. There is no submergence to be corrected for. What is
the flow rate in cubic feet/second?
Q = 4 (W) (Ha) 1.52W0.026
First
convert the head to feet
This flow can then be converted to million gallons per day or gallons per
minute.
Flow Calculations

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