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parallel piping hor. plane. pipe consists of two pipelines, i.e. Pipe 1 and Pipe 2. Pipe 1 is 60 m long and has 5 cm inside liameter. Pipe 2 has 4 cm inside diameter. The total flow rate (before the water stream is split nto two branches) is 0.036 m/s. The flow rate in Pipe 1 is 0.0187 m³/s. Neglect all minor osses. Both pipes are made of galvanized iron. The kinetic energy correction factors of Pipe 1 nd Pipe 2 are equal to 1.0. The density of water is 998 kg/m³ and the viscosity of water is .002x103 kg/m.s. Use Haaland equation for f of turbulent flow.

parallel piping hor. plane. pipe consists of two pipelines, i.e. Pipe 1 and Pipe 2. Pipe 1 is 60 m long and has 5 cm inside liameter. Pipe 2 has 4 cm inside diameter. The total flow rate (before the water stream is split nto two branches) is 0.036 m/s. The flow rate in Pipe 1 is 0.0187 m³/s. Neglect all minor osses. Both pipes are made of galvanized iron. The kinetic energy correction factors of Pipe 1 nd Pipe 2 are equal to 1.0. The density of water is 998 kg/m³ and the viscosity of water is .002x103 kg/m.s. Use Haaland equation for f of turbulent flow.

Introduction to Chemical Engineering Thermodynamics
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
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Water flows through a parallel piping network that lies on a horizontal plane. The pipe network consists of two pipelines, i.e. Pipe 1 and Pipe 2. Pipe 1 is 60 m long and has 5 cm inside diameter. Pipe 2 has 4 cm inside diameter. The total flow rate (before the water stream is split into two branches) is 0.036 m³/s. The flow rate in Pipe 1 is 0.0187 m³/s. Neglect all minor losses. Both pipes are made of galvanized iron. The kinetic energy correction factors of Pipe 1 and Pipe 2 are equal to 1.0. The density of water is 998 kg/m³ and the viscosity of water is 1.002×10³ kg/m.s. Use Haaland equation for f of turbulent flow. Q1 = 0.0187 m³/s, D1 = 5 cm, L1 = 60 m Pipe 1 Q = 0.036 m/s A B Pipe 2 D2 = 4 cm
Transcribed Image Text:Water flows through a parallel piping network that lies on a horizontal plane. The pipe network consists of two pipelines, i.e. Pipe 1 and Pipe 2. Pipe 1 is 60 m long and has 5 cm inside diameter. Pipe 2 has 4 cm inside diameter. The total flow rate (before the water stream is split into two branches) is 0.036 m³/s. The flow rate in Pipe 1 is 0.0187 m³/s. Neglect all minor losses. Both pipes are made of galvanized iron. The kinetic energy correction factors of Pipe 1 and Pipe 2 are equal to 1.0. The density of water is 998 kg/m³ and the viscosity of water is 1.002×10³ kg/m.s. Use Haaland equation for f of turbulent flow. Q1 = 0.0187 m³/s, D1 = 5 cm, L1 = 60 m Pipe 1 Q = 0.036 m/s A B Pipe 2 D2 = 4 cm
(a) Determine the pressure drop of the water stream across points A and B (in MPa). (b) Determine the length of Pipe 2 (in m) (c) If a pump is installed in Pipe 2 (as shown in the figure below), determine the length of Pipe 2 (in m). Given that this pump has a capacity to deliver 38 kW to the water flow. (The values of followings are kept the same as in questions (7-a) and (7-b); diameter and length of Pipe 1, diameter of Pipe 2, flow rates in all pipes, and pressure drop between points A and B.) Q1 = 0.0187 m³/s, D1 = 5 cm, L1 = 60 m Pipe 1 Q = 0.036 m³/s A Pipe 2 PUMP D2 = 4 cm
Transcribed Image Text:(a) Determine the pressure drop of the water stream across points A and B (in MPa). (b) Determine the length of Pipe 2 (in m) (c) If a pump is installed in Pipe 2 (as shown in the figure below), determine the length of Pipe 2 (in m). Given that this pump has a capacity to deliver 38 kW to the water flow. (The values of followings are kept the same as in questions (7-a) and (7-b); diameter and length of Pipe 1, diameter of Pipe 2, flow rates in all pipes, and pressure drop between points A and B.) Q1 = 0.0187 m³/s, D1 = 5 cm, L1 = 60 m Pipe 1 Q = 0.036 m³/s A Pipe 2 PUMP D2 = 4 cm
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