CIV E 530 - OPEN-CHANNEL HYDRAULICS

FALL 2017 - MIDTERM 1 - SOLUTION

PROBLEM 4

    a.

    The exponent of the discharge-area rating: β.


    b.

    Gravity, friction, pressure gradient, and inertia. The wind force is missing from a conventional open-channel flow analysis.


    c.

    W/D > 10


    d.

    Under Manning friction, the neutral-stability Froude number is 2.


    e.

    Minimum value of Manning's n: n = 0.008, applicable to acrylic plastic (lucite).


    f.

    Maximum value of Manning's n: n = 1, applicable to the Everglades flow modeling, in Southern Florida.


    g.

    Seddon waves are kinematic, with small dimensionless wavenumber; Lagrange waves are dynamic, with large dimensionless wavenumber. They are the same for Vedernikov number V = 1.


    h.

    For a hydraulically wide channel, the critical slope is the same as the dimensionless Chezy friction factor, that is, 1/8 of the Darcy-Weisbach friction factor.


Problem 1

 
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