Hidraulica De Tuberias Juan Saldarriaga Pdf __link__
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Problema 3 — Diseño con criterio de velocidad y uso de Hazen-Williams (15 pts) Se debe diseñar una tubería de distribución para Q = 120 L/s en una ciudad. El criterio operativo es mantener velocidad entre 0.6 y 2.0 m/s. Usando la fórmula de Hazen-Williams con C = 120: a) Determine el intervalo de diámetros comerciales que cumplen el criterio de velocidad. b) Para el diámetro seleccionado más pequeño del intervalo, calcule pérdida de carga por km (m/km) y caída total de presión en 2.5 km. c) Discuta brevemente las implicaciones de usar Hazen-Williams frente a Darcy-Weisbach para este diseño.
| Concept | Key Formula/Method | Application | | :--- | :--- | :--- | | | $h_f = f \cdot \fracLD \cdot \fracV^22g$ | General friction loss (Darcy-Weisbach). | | Networks | $\sum Q_in - \sum Q_out = 0$ | Continuity equation at nodes. | | Loops | $\sum h_f = 0$ | Energy balance around closed loops. | | Water Hammer | $\Delta P = \rho \cdot a \cdot \Delta V$ | Pressure rise due to sudden valve closure. |