Water is flowing from a large container along an inclined pipe (20◦), as shown in the figure. The fluid level in the main tank is h = 10 m, the pipe inner diameter is 0.1 m and its horizontal length is x = 200 m. Assuming an inside resistance coefficient
of f = 0.025 and an entrance loss coefficient of K = 0.5, calculate the following values:
(a) The average discharge velocity at the end of the pipe.
(b) The Re of the flow (ρ = 1000 kg/m3and μ = 10−3N s/m2).
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