Cipoletti weir calculation is mobiledevicefriendly as of November 16, 2013
Cipoletti Weir:
Cipoletti weir topics: Introduction Equations
Installation Guidelines and Equation Applicability
Error Messages References
Introduction
Weirs are typically installed in open channels such as streams to determine discharge
(flowrate). The basic principle is that discharge is directly related to the water
depth (h) in the figure above; h is known as the "head." The Cipoletti (or
trapezoidal) weir has side slopes in the vertical to horizontal ratio of 4 to
1. Cipoletti weirs are considered fully contracted and have the installation
requirements shown below. The discharge coefficient for Cipoletti weirs is 3.367 (in
English units), and it does not depend on L or P like it does for a rectangular weir.
Though the discharge coefficient formulation is simpler than for rectangular weirs, its
accuracy is not as good  about ±5% (USBR, 1997). Cipoletti is sometimes spelled
Cipoleti, Cipolleti, Cipolletti, Cippoleti, Cippolleti, Cippoletti, and Cippolletti.
Cipoletti Weir Equation
The Cipoletti weir equation is shown below for Q in cfs (ft^{3}/s) and head and
length in feet units (USBR, 1997). Our calculation allows you to work in a variety
of units.
Note that L is measured along the bottom of the weir (called the crest), not along the
water surface.
Cipoletti Weir Installation Guidelines and Equation Applicability (USBR,
1997) Top of Page
Cipoletti weir side slopes should have a vertical to horizontal ratio of 4 to 1.
Head (h) should be measured at a distance of at least 4h upstream of the weir.
It doesn't matter how thick the weir is except where water flows through the
weir. The weir should be between 0.03 and 0.08 inches (0.8 to 2 mm) thick in the
opening. If the bulk of the weir is thicker than 0.08 inch, the downstream edge of the
opening can be chamfered at an angle greater than 45^{o} (60^{o} is
recommended) to achieve the desired thickness of the edges. You want to avoid having water
cling to the downstream face of the weir.
Water surface downstream of the Cipoletti weir should be at least 0.2 ft. (6 cm) below the weir
crest (i.e. below the bottom of the opening).
Measured head (h) should be greater than 0.2 ft. (6 cm) but less than L/3.
P is measured from the bottom of the upstream channel and should be greater than 2h_{max}
where h_{max} is the maximum expected head.
b is measured from the sides of the channel and also should be greater than 2h_{max}.
Error Messages in Cipoletti weir calculation
Top of Page
"All inputs must be positive". This is an initial check
of user input.
References
USBR (1997). U.S. Department of the Interior, Bureau of Reclamation. Water Measurement
Manual. 1997. 3ed. Available from http://www.usbr.gov/pmts/hydraulics_lab/pubs/wmm/index.htm
.
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August 25, 2015: Made text fields show 8 significant figures rather than 16. Calculation still uses double precision internally.

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