1. A 10-cm ASME flow nozzle is installed in a 20-cm (horizontal) waterline. The attached manometer contains mercury (SG = 13.6) and water and registers a pressure difference of 42-cm. Calculate the discharge in the pipe.
2. Determine the discharge over an uncontracted horizontal weir when the upstream water depth is 7.0 ft. The sharp-crested weir is 9.0 ft long and 6.0 ft high.
1.
"Q=\\frac h{\\Delta \\rho g}+\\frac{\\pi(d_2^2-d_1^2)}{4g}=0.18~\\frac{kg}s."
2.
"Q=\\frac{\\rho V}g+\\frac{A}{2\\rho g}=21.2~\\frac{m^3}s."
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