'Rectangular channel' presentation slideshows

CTC 261 Review

714 views • 42 slides

Open Channel Flow Part 2 (cont)

838 views • 36 slides

Roman Architecture

303 views • 25 slides

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.

4.9k views • 24 slides

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.

1.37k views • 19 slides

HYDRAULIC 1 CVE 303

389 views • 13 slides

1.04k views • 7 slides

78 views • 7 slides

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:

753 views • 5 slides

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 .

388 views • 3 slides

Example

Example.

149 views • 2 slides