'Rectangular channel' diaporamas de présentation

CTC 261 Review

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Open Channel Flow Part 2 (cont)

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Roman Architecture

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Navier-Stokes Equation

Navier-Stokes Equation. Newtonian Fluid Constant Density, Viscosity Cartesian, Cylindrical, spherical coordinates. Cartesian Coordinates. Cylindrical Coordinates. Centrifugal force. Coriolis force. Spherical Coordinates. Spherical Coordinates. BSL has g q here instead of g f.

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Chapter 7 continued Open Channel Flow

Chapter 7 continued Open Channel Flow. Specific Energy, Critical Flow, Froude Numbers, Hydraulic Jump. Bernoulli. Return to the Bernoulli equation for open channels: H is the total head. The units are length. Pressure , kinetic energy, and potential energy head.

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HYDRAULIC 1 CVE 303

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Method of Direct Integration

Method of Direct Integration. Bresse method [1860]. Bresse Method. We have seen that for a wide rectangular channel and This means , (or approx. ), and Using the same equations introduced at (Chow, 1959) method we can say that:

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Example (1)

Example (1). In a partially full channel having a triangular cross section the rate of discharge in which is a constant; is flow area, and is hydraulic radius. Determine the depth at which the discharge is maximum. For the triangular channel section shown, , and .

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Example

Example.

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