Water flows over a broad-crested weir

PHYSICS · Multi-part · Fermi University Physics · Fluids & Continuum Physics · Kinematics, conservation laws and ideal flow · Waves, acoustics and compressible flow

Signal Speeds in Fluids, Ch Flow through nozzles: area change, choking and thrust

Problem

Water flows over a broad-crested weir. Far upstream the specific energy (relative to the crest) is E=h+q2/(2gh2)E = h + q^2/(2gh^2), with qq the discharge per unit width and g=9.81 m s−2g = 9.81\,\mathrm{m\,s^{-2}}. On the crest the flow becomes critical, Fr=u/gh=1\mathrm{Fr} = u/\sqrt{gh} = 1, exactly as a choked nozzle becomes sonic at its throat. ((a)) Using Fr=1\mathrm{Fr} = 1 on the crest together with the definition of EE, show that the critical depth is hc=23Eh_{\rm c} = \tfrac{2}{3}E and that the discharge is q=g hc3/2q = \sqrt{g}\,h_{\rm c}^{3/2}. Evaluate both for an upstream specific energy E=1.20 mE = 1.20\,\mathrm{m}. ((b)) Recompute hch_{\rm c} and qq for E=1.44 mE = 1.44\,\mathrm{m} (a 20 per cent increase) and check that qq scales as E3/2E^{3/2}. ((c)) Explain, in the language of choking, why the discharge over a critical weir crest grows as E3/2E^{3/2} while the choked mass flow through a sonic throat grows only in direct proportion to the reservoir pressure p0p_0 at fixed T0T_0.

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