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TAMU CHEN 304 - Chapter 2
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CHEN 304 1st Edition Lecture 5Outline of Last Lecture I. Mass, Energy, and Momentum BalanceII. Mass BalanceIII. Steady State Mass Balance for Fluid FlowIV. Energy BalanceV. PowerOutline of Current Lecture I. Generalized Bernoulli EquationII. Bernoulli’s EquationCurrent LectureChapter 2Generalized Bernoulli Equation∆v22+ g ∆ z+∆ Pρ+W + F=0- Neglect change in fluid heightBernoulli’s Equation- The flow is steady state- There are no work effects (no pump or turbine)- Flow is frictionless (F=0)- Fluid is incompressible∆v22+ g ∆ z+∆ Pρ=0- Cannot use foro Gaso Rough pipeo Pump or turbine present- Applicationso Tank drainingThese notes represent a detailed interpretation of the professor’s lecture. GradeBuddy is best used as a supplement to your own notes, not as a substitute.o Orifice plate metero Pitot tube Must be done in two parts- Before pipe is submerged- After pipe is


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TAMU CHEN 304 - Chapter 2

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