CIV E 530 - OPEN-CHANNEL HYDRAULICS

SPRING 2007 - MIDTERM 2 - SOLUTION

PROBLEM 3: ESSAY QUESTIONS

1.

    (a) n = 0.008; lucite.

    (b) n = 1 (justified based on extreme effective roughness of Florida Everglades).

2.

    The permissible tractive force is preferred because it is founded on a more solid theoretical basis.

3.

    The typical range of angle of repose of noncohesive materials is 20o to 40o, with an average of 30o.

4.

    Because when a canal has clear water, it wants to transport more sediment ("hungry water"). Therefore, for the same slope and flow depth, a clear-water canal will have more eroding capacity than a normal-sediment-load (200 ppm) canal.

5.

    So (geomoprphology/gravity), Sc (friction), and Froude number (hydraulics).

6.

    So, Sc, 0, +∞ and -∞

    In the upstream end, Sy is asymptotic to Sc and 0.

    In the downstream end, Sy is asymptotic to So and 0.

Problem 4

 
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