Anirrigation canal has been designed to have R = 2,5 m and S = 1.6 x 10. The sediment on the bed has a median size of 0.30 mm. Find: (i) the bed condition that may be expected, (ii) the height and spacing of undulations, and (iii) the advance velocity of the undulations. Assume depth of flow and mean velocity of flow to be 2.8 m and 0.95 m/s, respectively.
Anirrigation canal has been designed to have R = 2,5 m and S = 1.6 x 10. The sediment on the bed has a median size of 0.30 mm. Find: (i) the bed condition that may be expected, (ii) the height and spacing of undulations, and (iii) the advance velocity of the undulations. Assume depth of flow and mean velocity of flow to be 2.8 m and 0.95 m/s, respectively.
Chapter2: Loads On Structures
Section: Chapter Questions
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Anirrigation canal has been designed to have R = 2,5 m and S = 1.6 x 10. The sediment on the bed has a median size of 0.30 mm. Find: (i) the bed condition that may be expected, (ii) the height and spacing of undulations, and (iii) the advance velocity of the undulations. Assume depth of flow and mean velocity of flow to be 2.8 m and 0.95 m/s, respectively.
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