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Fluid mechanics and hydraulics miscellaneous

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Fluid Mechanics and Hydraulics

Fluid mechanics and hydraulics miscellaneous
  1. The base width of an elementary profile of gravity dam of height H is b. The specific gravity of the material of the dam is G and uplift pressure coefficient is K. The correct relationship for no tension at the heel is given by
    1. b
      		 =
      1
      H√G - K
    2. b
      		 = √G - K
      H
    3. b
      		 =
      1
      HG - K
    4. b
      		 =
      1
      HK√G - K
Correct Option: A

NA


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