V Notch Weir Calculator 
V Notch (Triangular) Weir Discharge and Head Calculations, Equations, and Guidelines for water flow measurement in streams and channels. 

Vnotch weir calculator units: ft^{3}=cubic foot, gal=US gallons, m^{3}=cubic meter, mm=millimeter, s=second Topics for Vnotch weir: Introduction Equations Installation Guidelines and Equation Applicability Error Messages References Introduction Triangular Weir (VNotch Weir) Equations
Installation Guidelines and Equation Applicability
Top of Page 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 over the weir through the "V." The weir should be between 0.03 and 0.08 inches (0.8 to 2 mm) thick in the V. If the bulk of the weir is thicker than 0.08 inch, the downstream edge of the V 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 weir should be at least 0.2 ft. (6 cm) below the bottom of the V to allow a free flowing waterfall. Measured head (h) should be greater than 0.2 ft. (6 cm) due to potential measurement error at such small heads and the fact that the nappe (waterfall) may cling to the weir. The equations have been developed for h<1.25 ft. (38 cm) and h/P<2.4. The equations have been developed for fully contracted Vnotch weirs which means h/B should be ≤ 0.2. The average width of the approach channel (B) should be > 3 ft. (91 cm). The bottom of the "V" should be at least 1.5 ft. (45 cm) above the bottom of the upstream channel. If your weir does not achieve some of the above criteria, you may have a "partially contracted Vnotch weir" where h/B needs only to be ≤ 0.4, the bottom of the "V" only needs to be 4 inch (10 cm) above the bottom of the upstream channel, the approach channel only needs to be 2 ft. (61 cm) wide, and h can be up to 2 ft. (61 cm) instead of 1.25 ft. (38 cm). Partially contracted weirs use a different graph for C which is a function of h/P and P/B and is only valid for a notch angle of 90^{o}. In the graph (not shown  see USBR, 1997), C varies from 0.576 to 0.6; whereas, for a fully contracted 90^{o} notch, C is 0.578 from our graph shown above. Our calculation does not account for partially contracted weirs, but for most practical purposes the difference in C is inconsequential. Error Messages given by Vnotch weir calculation
Top of Page References ISO. (1980). International Organization of Standards. ISO 1438/11980(E). Water flow measurement in open channels using weirs and venturi flumes  Part 1: Thin plate weirs. 1980. Available from Global Engineering Documents at http://global.ihs.com USBR. (1997). U.S. Department of the Interior, Bureau of Reclamation. Water Measurement Manual. 3ed. Available from http://www.usbr.gov/tsc/techreferences/mands/wmm/index.htm .
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