CME270H1 Lecture Notes - Lecture 8: Hydrometer, Hydraulic Head, Inviscid Flow
12 Jun 2020
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2 0,18m to measure f or p or sg of a. As v changes volume displaced lis depth changes proportionally thescale correlates depth off siphons. Using gravity to empty a container kaqg. eepoint below a first assume value is closed hydrostaticinsidetube. I when you open the value poustbelowb patty. Distinguish between steady unsteady uniform and non uniformflow. Understand the derivation of euler"s equation for straightflow. Apply euler"s equation to calculate change in head due to acceleration. Apply bernoulli"s equation to pressure and velocity variations including stagnation tubes and pitot static tubes. Until now all fluids have been static in a static fluid with constant r. Pj yz ryyz ie piezometric head is constant pressurehead is traded for elevation head. In flowing fluid there is also velocity head. Relationship between pressure described by elevation on velocity. Consider some arbitrary cylindrical element positioned at an arbitrary angle 4 within an inviscid flow assume water airs inviscid i.
