Math Problem Statement
Determine la pérdida de presión de una tubería rugosa de 10 metros de longitud, 5 cm. de diámetro, con una rugosidad de 0.1 mm., por la cual fluye agua a razón de 150 lts/s. Considere una viscosidad cinemática igual a 𝜈 = 1.006 𝑥 10ି 𝑚ଶ /𝑠.
Solution
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Math Problem Analysis
Mathematical Concepts
Fluid Dynamics
Hydraulics
Darcy-Weisbach Equation
Colebrook-White Equation
Swamee-Jain Approximation
Formulas
Darcy-Weisbach Equation: ΔP = f * (L/D) * (ρ * v² / 2)
Flow Velocity: v = Q / A
Cross-sectional Area: A = π * D² / 4
Reynolds Number: Re = v * D / ν
Swamee-Jain Approximation: f = 0.25 / (log[(ε/D)/3.7 + 5.74/Re^0.9])²
Theorems
Darcy-Weisbach Law
Colebrook-White Equation
Swamee-Jain Approximation
Suitable Grade Level
University Level (Fluid Mechanics or Civil Engineering)