Calculating Force & Pressure of Dam Spillway Water

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SUMMARY

The discussion centers on calculating the force and pressure exerted by water on a dam spillway structure, specifically under normal and flood conditions. Key principles include using water pressure, defined as height times density, and considering factors like friction, wear, and changes in water direction and momentum. Bernoulli's equation is mentioned, but the complexity of the problem suggests that established models and field tests, such as those conducted for the Hoover Dam, are essential for accurate calculations.

PREREQUISITES
  • Understanding of fluid dynamics principles, specifically pressure calculations.
  • Familiarity with Bernoulli's equation and its applications.
  • Knowledge of the effects of friction and wear in fluid flow.
  • Basic concepts of structural engineering related to water forces.
NEXT STEPS
  • Research advanced fluid dynamics modeling techniques for spillway analysis.
  • Study the application of Bernoulli's equation in real-world scenarios.
  • Investigate the impact of water flow direction changes on structural integrity.
  • Examine case studies of dam constructions, focusing on the Hoover Dam's engineering solutions.
USEFUL FOR

Mechanical engineers, structural designers, and hydrologists involved in dam construction and water management projects.

Epeters8888
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I am a mechanical builder planning to build a structure around the spillway of a dam. I know the average flow rate of the water going over the spillway. What I want to figure out is how much force or pressure will the water apply to the structure in its normal flow condition and in a flood condition. Is this Bernoulli's equation or is there a better formula to use ?

Thanks
 
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As a first approximation, water pressure is height times density...lateral movement would not seem to make much difference...for example the pressure of six feet of water would seem fairly constant...however, it would seem that friction/wear would be a major concern as would any change in direction/momentum as the water picks up speed...and as the spillway changes shape, inclination angle,etc changes.

My guess, without knowing just what you are trying to do, is that this kind of problem is very complex, has likely been modeled and field tested over the years...Hoover dam, for example, was not a "hit or miss" construction effort...
good luck...
 

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