- The flowrate that can be achieved through a triangular notch weir (also called V notch weir), sharp edged, is calculated with the following equation : Q= (0.31*h02.5* (2*g)0.5)/tan Φ了解详细信息:The flowrate that can be achieved through a triangular notch weir (also called V notch weir), sharp edged, is calculated with the following equation : Q= (0.31*h02.5* (2*g)0.5)/tan Φwww.myengineeringtools.com/Piping/Weir_Flow.html
Triangular weirs (V-notch weirs) should be used when small flow rates are to be measured. The flow coefficient over a triangular weir depends on the notch angle, θ, but generally varies from 0.58 to 0.61.
www.engineersedge.com/calculators/triangular_we…V-Notch Weir (Triangular Weir) Equations V-notch weir equations have become somewhat standardized. ISO (1980), ASTM (1993), and USBR (1997) all suggest using the Kindsvater-Shen equation, which is presented below from USBR (1997) for Q in cfs and heights in ft units.
www.lmnoeng.com/Weirs/vweir.phpWeirs are barriers or dams built across rivers or channels to control water flow, measure discharge, or raise the water level upstream. The calculator employs specific formulas based on the weir type (e.g., rectangular, triangular, or trapezoidal) and considers factors such as weir height, crest length, and head (water depth above the weir crest).
ctrlcalculator.com/physics/weir-flow-calculator/The flow rate over a weir is a function of the head on the weir. Common weir constructions are the rectangular weir, the triangular or v-notch weir, and the broad-crested weir. Weirs are called sharp-crested if their crests are constructed of thin metal plates, and broad-crested if they are made of wide timber or concrete.
www.engineeringtoolbox.com/weirs-flow-rate-d_59… Triangular Weirs Flow Formula and Calculator
Triangular weirs (V-notch weirs) should be used when small flow rates are to be measured. The flow coefficient over a triangular weir depends on the notch angle, θ, but generally varies from 0.58 to 0.61.
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triangular profile weir : (1/2 upstream, 1/2 or 1/5 downstream) : C d = 1.68 and 1.56 Submergence of a V-notch sharp-crested weir The weir is submerged as soon as Z 2> Z d and the Villemonte reduction coefficient is then applied to …