In fluid dynamics the Borda–Carnot equation is an empirical description of the mechanical energy losses of the fluid due to a flow expansion. It describes how the total head reduces due to the losses. This is in contrast with Bernoulli's principle for dissipationless flow, where the total head is a constant along a streamline. The equation is named after Jean-Charles de Borda and Lazare Carnot. This equation is used both for open channel flow as well as in pipe flows. In parts of the flow where the irreversible energy losses are negligible, Bernoulli's principle can be used.
v1 and v2 are the mean flow velocities before and after the expansion.
In case of an abrupt and wide expansion the loss coefficient is equal to one. In other instances, the loss coefficient has to be determined by other means, most often from empirical formulae. The Borda–Carnot loss equation is only valid for decreasing velocity, v1 > v2, otherwise the loss ΔE is zero – without mechanical work by additional external forces there cannot be a gain in mechanical energy of the fluid. The loss coefficient ξ can be influenced by streamlining. For example, in case of a pipe expansion, the use of a gradual expanding diffuser can reduce the mechanical energy losses.
Relation to the total head and Bernoulli's principle
The Borda–Carnot equation gives the decrease in the constant of the Bernoulli equation. For an incompressible flow the result is – for two locations labelled 1 and 2, with location 2 downstream to 1 – along a streamline: with
The first three terms, on either side of the equal sign are respectively the pressure, the kinetic energydensity of the fluid and the potential energy density due to gravity. As can be seen, pressure acts effectively as a form of potential energy. In case of high-pressure pipe flows, when gravitational effects can be neglected, ΔE is equal to the loss Δ: For open channel flows, ΔE is related to the total head lossΔH as: where h is the hydraulic head – the free surface elevation above a reference datum: h = z + p/.
Examples
Sudden expansion of a pipe
The Borda–Carnot equation is applied to the flow through a sudden expansion of a horizontal pipe. At cross section 1, the mean flow velocity is equal to v1, the pressure is p1 and the cross-sectional area is A1. The corresponding flow quantities at cross section 2 – well behind the expansion – are v2, p2 and A2, respectively. At the expansion, the flow separates and there are turbulent recirculating flow zones with mechanical energy losses. The loss coefficient ξ for this sudden expansion is approximately equal to one: ξ ≈ 1.0. Due to mass conservation, assuming a constant fluid density ρ, the volumetric flow rate through both cross sections 1 and 2 has to be equal: Consequently – according to the Borda–Carnot equation – the mechanical energy loss in this sudden expansion is: The corresponding loss of total head ΔH is: For this case with ξ = 1, the total change in kinetic energy between the two cross sections is dissipated. As a result, the pressure change between both cross sections is : and the change in hydraulic head h = z + p/: The minus signs, in front of the right-hand sides, mean that the pressure are larger after the pipe expansion. That this change in the pressures, just before and after the pipe expansion, corresponds with an energy loss becomes clear when comparing with the results of Bernoulli's principle. According to this dissipationless principle, a reduction in flow speed is associated with a much larger increase in pressure than found in the present case with mechanical energy losses.
Sudden contraction of a pipe
In case of a sudden reduction of pipe diameter, without streamlining, the flow is not able to follow the sharp bend into the narrower pipe. As a result, there is flow separation, creating recirculating separation zones at the entrance of the narrower pipe. The main flow is contracted between the separated flow areas, and later on expands again to cover the full pipe area. There is not much head loss between cross section 1, before the contraction, and cross section 3, the vena contracta at which the main flow is contracted most. But there are substantial losses in the flow expansion from cross section 3 to 2. These head losses can be expressed by using the Borda–Carnot equation, through the use of the coefficient of contractionμ: with A3 the cross-sectional area at the location of strongest main flow contraction 3, and A2 the cross-sectional area of the narrower part of the pipe. Since A3 ≤ A2, the coefficient of contraction is less than one: μ ≤ 1. Again there is conservation of mass, so the volume fluxes in the three cross sections are a constant : with v1, v2 and v3 the mean flow velocity in the associated cross sections. Then, according to the Borda–Carnot equation, the energy loss ΔE per unit of fluid volume and due to the pipe contraction is: The corresponding loss of total head ΔH can be computed as ΔH = ΔE/. According to measurements by Weisbach, the contraction coefficient for a sharp-edged contraction is approximately:
Derivation from the momentum balance for a sudden expansion
For a sudden expansion in a pipe, see [|the figure above], the Borda–Carnot equation can be derived from mass- and momentum conservation of the flow. The momentum fluxS through a cross section of area A is – according to the Euler equations: Consider the conservation of mass and momentum for a control volume bounded by cross section 1 just upstream of the expansion, cross section 2 downstream of where the flow re-attaches again to the pipe wall, and the pipe wall. There is the control volume's gain of momentum S1 at the inflow and loss S2 at the outflow. Besides, there is also the contribution of the forceF by the pressure on the fluid exerted by the expansion's wall : where it has been assumed that the pressure is equal to the close-by upstream pressure p1. Adding contributions, the momentum balance for the control volume between cross sections 1 and 2 gives: Consequently, since by mass conservation : in agreement with the pressure drop Δp in the example above. The mechanical energy loss ΔE is: which is the Borda–Carnot equation.
