QuestionWater at 15°C is to be discharged from areservoir at a rate of 18 L/s using twohorizontal cast iron pipes connected inseries and a pump between them. The firstpipe is 22 m long (L, = 20 m) and has a 8-cm diameter (D = 8 cm), while the secondpipe is 40 m long (L2 = 35 m) and has a 6-cm diameter (D2 =6 cm). The water levelin the reservoir is h = 30 m above thecenterline of the pipe. Neglect the effect ofthe kinetic energy correction factor (a = 1)and use p = 1000 kg/m and u = 1.138 x 103kg/m.s.%3!WatertankPumpD,D;You are required to:Determine the velocity andthe Reynolds number in Pipe 1.Determine the velocity and(AL(Bthe Reynolds number in Pipe 2.(C)in Pipe 1 (h) knowing that fj 0.0294.Determine the major lossesDetermine the major losses(D)in Pipe 2 (h2) knowing that f2 = 0.0331.(ETrequired pumping head and the minimumpumping power to maintain the indicatedflow rate.Determine the

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Question Water at 15°C is to be discharged from a reservoir at a rate of 18 L/s using two horizontal cast iron pipes connected in series and a pump between them. The first pipe is 22 m long (L, = 20 m) and has a 8- cm diameter (D, = 8 cm), while the second pipe is 40 m long (L2 = 35 m) and has a 6- cm diameter (D2 =6 cm). The water level in the reservoir is h = 30 m above the centerline of the pipe. Neglect the effect of the kinetic energy correction factor (a = 1) and use p = 1000 kg/m³ and u = 1.138 x 103 kg/m.s. %3! Water tank Pump D, D; You are required to: Determine the velocity and (AL the Reynolds number in Pipe 1. (B) the Reynolds number in Pipe 2. Determine the velocity and Determine the major losses (C) in Pipe 1 (h) knowing that f = 0.0294.

Question Water at 15°C is to be discharged from a reservoir at a rate of 18 L/s using two horizontal cast iron pipes connected in series and a pump between them. The first pipe is 22 m long (L, = 20 m) and has a 8- cm diameter (D, = 8 cm), while the second pipe is 40 m long (L2 = 35 m) and has a 6- cm diameter (D2 =6 cm). The water level in the reservoir is h = 30 m above the centerline of the pipe. Neglect the effect of the kinetic energy correction factor (a = 1) and use p = 1000 kg/m³ and u = 1.138 x 103 kg/m.s. %3! Water tank Pump D, D; You are required to: Determine the velocity and (AL the Reynolds number in Pipe 1. (B) the Reynolds number in Pipe 2. Determine the velocity and Determine the major losses (C) in Pipe 1 (h) knowing that f = 0.0294.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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