Assume nonzero upstream speed, so . For steady constant-density flow, mass conservation gives the constant volume flux
The Bernoulli equation states that is constant along each streamline of a steady inviscid constant-density flow under gravity. It need not have the same value across unrelated streamlines in a general rotational flow. Here uniform upstream velocity supplies the same head, and the slowly varying, nearly horizontal channel permits hydrostatic pressure . Neglecting losses, the Bernoulli equation therefore gives
Substitute and set , , the square of the upstream Froude number. Rearrangement gives
For positive depth, this cubic increases to its maximum at and then decreases until it reaches zero at . Its maximum is . Consequently the critical width of a rectangular open-channel contraction is
At equality the two positive-depth branches coalesce and the local Froude number equals one.
When everywhere, a smooth solution connected to the upstream state cannot change branch without passing through that coalescence. At the upstream depth is , with . If , this point is on the descending, subcritical branch. At a wider location , the left-hand side falls below , so the depth on that branch must increase: for subcritical upstream flow . If , the upstream state is on the ascending, supercritical branch and decreasing the left-hand side decreases : for supercritical upstream flow .
For , and the upstream state is critical. A literally constant-width upstream region then conflicts with the strict assumption everywhere. If the upstream state is interpreted only as an asymptotic critical limit, a widened channel has one solution with and one with ; a further branch condition is required. Merely solving the cubic at one location, without retaining the upstream-connected branch, would not determine the physically continued depth.