Problem 1 Oil, with density of 900 kg/m³ and kinematic viscosity of 0.00001 m²/s, flows at 0.2 m³/s through 500 m of 200-mm-diameter cast-iron pipe (roughness: 0.26 mm). Determine the head loss (in m) and pressure drop (in kPa) if the pipe slopes down at 10° in the flow direction. Assume α = 1.0 throughout.
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- Q2. Oil with an absolute viscosity of 0.125 N.s/m² and a density of 890 kg/m' is flowing in a 16.5 cm diameter pipe at a 7.5 L/s flow rate. • The fully developed flow is expected to start after.. ... m of pipe entrance.. • plot the shear stress within the pipe cross section.Figure Q1 shows an internal piping system of a building. The pipe is uPVC of total length 35 m. The minor loss coefficients are as shown in the figure. The flow velocity in the pipe is designed to be 1.0 m/s and the residual pressure head at appliance X must be at least 0.8m. Determine the required pipe diameter using Darcy Weisbach formula. Level 8.5 m k = 0.8 Water tank IT Roof beam Minor loss coefficients: E Stop valve, k = 10 O 90°elbow, k = 1 Level 4 m Figure Q1nat3
- A 60-mm diameter pipe contains glycerin (SG=1.26) flowing at 8.5 m^3/h.(1 atm = 101.325 kPa) a) Determine the Reynolds Number to classify the flow in the pipe b) For the pressure measurements shown, what is the head loss and the direction of flow?Problem 9-36 pipe bend shown is in a horizontal plane. A fluid weighing 8.615 kN/m enters the bend with a velocity of 3.5 m/s and a pressure of 280 kPa. Neglecting head loss, find the force required to hold the bend in place. The Ans 10.4 kN 65 200 mm O 80 mm diamQuestion 4 A 150 mm diameter pipe is connected to a large tank with a bellmouth inlet. The pipe is carrying oil (specific gravity 0.85) with an absolute viscosity of 0.0056 N-s/m² and the roughness elements of the pipe wall is estimated as k = 0.9 mm. (a) Above what flow rate will this pipe behave as a fully rough pipe? (b) Below what flow rate will it behave as a smooth pipe?
- PROBLEM 2 The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the reducing bend at section A with a velocity of 3.2 m/s and a pressure of 150 kPa. Neglecting head loss, determine (a) The velocity at section B, V (m/s) (b) The pressure at section B, ps (kPa) (с) Fмх (N) (d) FMY (N) (е) Fpx (N) (f) Fpy (N) (g) The x-component of the reaction by the bend, FRx (N) and (h) The y-component of the reaction by the bend FRY (N). de = 100 mm B- da = 150 mm 30°In a dyehouse, the water flow rate passing through a pipe with radius r is Q = 0.05 m3 / s and its density is ρ = 1000 kg / m3. The pipe friction coefficient is Cf = 0.0075 and the local loss coefficient is K = 10. Pressure drop in the pipe; LaTeX: \ Delta P = \ rho \ left (2Cf \ ast \ frac {L} (r} + K \ right) \ frac (V ^ 2} (2) ΔP = ρ (2Cf * Lr + K) V22 where the water velocity in the pipe can be calculated with V = Q / (r2). What should be the radius of the pipe so that the pressure drop that will occur in a pipe of L = 100 m length does not exceed =P = 200 000 N / m2? State the tolerance value provided by the result you found.A smooth pipe with a constant diameter 0.20 m carries water at a temperature of 30oC (Refer Table Q4(c)). The Pipe pressure at section 1 and section 2 is 50 kPa and 20 kPa, respectively. Section 1 is located 2 m lower than section 1. Determine the head loss in the pipe.
- need asapThe flow rate in a 300 mm diameter pipe is 0.226 m³/s. The flow is known to be turbulent and the centerline velocity is 3.66 m/s. The density of liquid flowing is 900 kg/m³. 850 - Determine the friction factor. c) 0.03411 d) 0.04158 a) 0.02655 b) 0.01168 Determine the head loss per meter length of pipe. a) 0.08 m. b) 0.06 m. - c) 0.02 m. d) 0.04 m. Determine the shearing stress at the walls of the pipe. a) 12.71 N/m2 c) 14.57 N/m² b) 17.54 N/m2 d) 16.47 N/m²92 Calaulate the flow rate of the each pipe is given belowi O.120m/s (4) K2=2 (2) Ku=4 (3) (5) Es=5 0.040 m/s O-030 ms The initial value of the flow rate for pipes ore gren as Ri=0.07 /s 92=0.05 m/s 93= 0.01 m% Q4=0,01ms and Q5=0,03 m3