Fluid Mechanics Dams Problems And Solutions Pdf Info

) and its . By ensuring the dam’s weight (vertical force) is sufficient to keep the resultant force within the "middle third" of the dam’s base, they prevent overturning and sliding. 2. Seepage and Uplift Pressure

) : Assume pressure varies linearly from full hydrostatic at the "heel" (upstream side) to zero or tailwater pressure at the "toe" (downstream side). fluid mechanics dams problems and solutions pdf

acting on the submerged vertical surface, knowing that as the depth ( ) increased, the pressure increased linearly ( moment of inertia ) and its