Derivation of discharge over rectangular weir
- Thread starter Ravikant Rajan
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SUMMARY
The discussion centers on the derivation of discharge over a rectangular weir, specifically addressing the velocity at an elemental height h, which is established as √(2gh) based on Bernoulli's equation. Participants express confusion regarding the application of Bernoulli's principle and its implications for fluid velocity and pressure at the weir's exit. The conversation highlights the importance of correctly applying Bernoulli's equation to derive fluid velocity and understand the atmospheric pressure acting on the fluid.
PREREQUISITES- Understanding of Bernoulli's equation
- Knowledge of fluid dynamics principles
- Familiarity with weir flow concepts
- Basic mathematical skills for deriving equations
- Study the derivation of fluid velocity from Bernoulli's equation
- Research the principles of flow over weirs
- Learn about atmospheric pressure effects in fluid mechanics
- Examine case studies involving rectangular weir discharge calculations
Engineers, hydrologists, and students of fluid mechanics who are involved in hydraulic design and analysis of weirs and fluid flow applications.