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A smooth pipe consists of 8 m of 120 mm diameter pipe followed by 15 m of 300 mm diameter pipe with an abrupt change in cross-section at the junction as shown in Figure 1. The entrance of the pipe is chamfered, and the discharge is submerged. The pipe carries water at a velocity of 7.8 m/s in the smaller pipe. If the water temperature is 15 °C with a viscosity of 1.139 x 10-3 m²/s, use the moody chart and calculate the total head loss in the pipe. Consider the entrance and exit losses. 15 m 120mm 8m 300 mm

A smooth pipe consists of 8 m of 120 mm diameter pipe followed by 15 m of 300 mm diameter pipe with an abrupt change in cross-section at the junction as shown in Figure 1. The entrance of the pipe is chamfered, and the discharge is submerged. The pipe carries water at a velocity of 7.8 m/s in the smaller pipe. If the water temperature is 15 °C with a viscosity of 1.139 x 10-3 m²/s, use the moody chart and calculate the total head loss in the pipe. Consider the entrance and exit losses. 15 m 120mm 8m 300 mm

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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A smooth pipe consists of 8 m of 120 mm diameter pipe followed by 15 m of 300 mm diameter pipe with an abrupt change in cross-section at the junction as shown in Figure 1. The entrance of the pipe is chamfered, and the discharge is submerged. The pipe carries water at a velocity of 7.8 m/s in the smaller pipe. If the water temperature is 15 °C with a viscosity of 1.139 x 10-3 m²/s, use the moody chart and calculate the total head loss in the pipe. Consider the entrance and exit losses. 15 m 120mm 8 m Figure 1. Abrupt pipe section 300 mm
Transcribed Image Text:A smooth pipe consists of 8 m of 120 mm diameter pipe followed by 15 m of 300 mm diameter pipe with an abrupt change in cross-section at the junction as shown in Figure 1. The entrance of the pipe is chamfered, and the discharge is submerged. The pipe carries water at a velocity of 7.8 m/s in the smaller pipe. If the water temperature is 15 °C with a viscosity of 1.139 x 10-3 m²/s, use the moody chart and calculate the total head loss in the pipe. Consider the entrance and exit losses. 15 m 120mm 8 m Figure 1. Abrupt pipe section 300 mm
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