The overflow spillway of a dam is to be tested as a geometrically similar model at a…

PHYSICS · Multi-part · Fermi University Physics · Fluids & Continuum Physics · Viscous flow and dynamical similarity · Viscous flow and dynamical similarity

Fluids and Continuum Physics, Ch Dimensional analysis, dynamical similarity and the dimensionless groups

Problem

The overflow spillway of a dam is to be tested as a geometrically similar model at a scale of 1:361{:}36, in the same water as the prototype (ρ=1000\rho = 1000 kg m−3^{-3}, μ=1.0×10−3\mu = 1.0\times10^{-3} Pa s). At the design condition the water leaves the prototype crest with a mean speed Up=7.2U_p = 7.2 m s−1^{-1} and the discharge is Qp=900Q_p = 900 m3^{3} s−1^{-1}. The flow has a free surface open to the atmosphere. Take g=9.8g = 9.8 m s−2^{-2}, and use the definitions Fr=U/gLFr = U/\sqrt{gL} and Re=ρUL/μRe = \rho U L/\mu with LL the corresponding length of the geometry. ((a)) Which dimensionless group must be matched here, and which two forces does it compare? ((b)) Find the model crest speed that gives dynamical similarity. ((c)) Find the discharge the laboratory pump must supply to the model. ((d)) Evaluate the ratio Rem/RepRe_m/Re_p and say what it means for the trustworthiness of the test. ((e)) The prototype flow over the crest is 3.03.0 m deep. Taking that depth as LL, and trusting a model only while its ReRe stays above 10410^{4}, find the largest scale ratio Lp/LmL_p/L_m at which a Froude-matched model in the same water could still be used.

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