10.39 PLUS Determine the head loss in 900 ft of a concrete pipe with a 6 in. diameter (k, = 0.0002 ft) carrying 3.0 cfs of fluid. The properties of the fluid are v = 3.33 × 10¬³ ft²/s and p = 1.5 slug/ft.

From the figure below, determine the flow rate. Assume 3K1 = K2 = 1.5K3 = 2K4Let K1 = 3.5 x 10^2 cm/s

سنب Fluid mechanics

Water at 60 degrees Fahrenheit have a density of 62.36 Ib/ft.^3 and dynamic viscosity of 7.536 x 10^-4 Ib/ft-s) is flowing steadily in a 2-inch diameter horizontal pipe made of stainless steel at a rate of 0.2 ft^3/s. Use f = 0.0200. Determine %3D the head loss in terms of inches over a 200-feet long section of the pipe. A) 327.60 В 27.30 C 376.05 D None of the above

The gage pressure of the air in the tank shown in figure is measured to be 65 kPa. Determine the differential heighth of the mercury column. 65KPA Oil ŚG = 0.72 75cm Air Water Mercury SG - 13.6 30cm

Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at section (2) is V₂ = 17 m/s. A₁ = 0.1 m² P1 = 300 kPa 21 = 0 P3 = -147.2 A3 = 0.035 m² Z3 = 10 m (1) (2) If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3). P2 = i 315.3 kPa kPa (3) A₂ = 0.03 m² 22 = 0

In the illustration: A 1 В 2 D All friction factor f = 0.02 All pipe lengths L - 250m Diameter of Pipe A = 400mm with Flow Rate at Pipe A= 700 L/s Diameter of Pipe B = 300mm Diameter of Pipe C = 200mm Diameter of Pipe D = 400mm Solve for - flowrate at Pipe C in Liters per second.