Water at 15°C is drained from a large reservoir using two horizontal plastic pipesconnected in series (Figure 2). The first pipe is 13 m long and has a 10 cm diameter, whilethe second pipe is 35 m long and has a 5 cm diameter. The volumetric flow rate of waterat the pipe exit is 0.06 m³/s. The water level in the reservoir is 18 m above the centerlineof the pipe. The pipe entrance is sharp-edged, and the contraction between the two pipesis sudden. Neglecting the effect of the kinetic energy correction factor, determinea) pressure at the bottom of the water tank,b) pressure drop across the pipe line,c) velocities in the pipes,d) total friction loss in the pipe line by calculating all the friction loss terms in the pipes.Data: The density and dynamic viscosity of water at 15°C are p=999.1 kg/m³ andu=1.138×103 kg/m-s, respectively. The loss coefficient is KĻ = 0.5 for a sharp-edgedentrance, and it is 0.46 for the sudden contraction. The pipes are made of plastic and thusthey are smooth, ɛ = 0.Water18 mtank13 m35 mFigure 2.Material of construction Equivalent roughness for new pipes, e0.5(m)Drawn tubingCommercial steelWrought ironAsphalted cast ironGalvanised ironCast ironWood stoveConcreteRiveted steel44X 104.6 X12x 102.6 x 101.8X 10 toX 100.10.0scriticalregionrelativeroughnesse/Dturbulent flow-0.04-0.02-0.010.010.00s--0.002--0.001-0.000s-0.0001-laminar flow0.0052smooth pipe0.0011010Dup10102107Reynolds number, NR.Figure 3.Fanning friction factor,

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Water at 15°C is drained from a large reservoir using two horizontal plastic pipes connected in series (Figure 2). The first pipe is 13 m long and has a 10 cm diameter, while the second pipe is 35 m long and has a 5 cm diameter. The volumetric flow rate of water at the pipe exit is 0.06 m³/s. The water level in the reservoir is 18 m above the centerline of the pipe. The pipe entrance is sharp-edged, and the contraction between the two pipes is sudden. Neglecting the effect of the kinetic energy correction factor, determine a) pressure at the bottom of the water tank, b) pressure drop across the pipe line, c) velocities in the pipes,

Water at 15°C is drained from a large reservoir using two horizontal plastic pipes connected in series (Figure 2). The first pipe is 13 m long and has a 10 cm diameter, while the second pipe is 35 m long and has a 5 cm diameter. The volumetric flow rate of water at the pipe exit is 0.06 m³/s. The water level in the reservoir is 18 m above the centerline of the pipe. The pipe entrance is sharp-edged, and the contraction between the two pipes is sudden. Neglecting the effect of the kinetic energy correction factor, determine a) pressure at the bottom of the water tank, b) pressure drop across the pipe line, c) velocities in the pipes,

Principles of Heat Transfer (Activate Learning with these NEW titles from Engineering!)

8th Edition

ISBN:9781305387102

Author:Kreith, Frank; Manglik, Raj M.

Publisher:Kreith, Frank; Manglik, Raj M.

Chapter7: Forced Convection Inside Tubes And Ducts

Section: Chapter Questions

Problem 7.27P

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