Loss of head at submerged discharge

In summary, the author states that the velocity within the tank is negligible and that this means the water velocity in the tank. The equation (v^2)/2g in 4.24 refers to the velocity in the pipe. The author also explains that the inflowing water becomes stilled due to its viscosity and shares its momentum with the water in the tank.
  • #1
foo9008
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Homework Statement


in the notes , author said that the velocity within it is negligible? does the author mean the water velocity in the tank ?
so the velocity (v^2)/2g in the 4.24 means the velocity in the pipe ?

Homework Equations

The Attempt at a Solution

 

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  • #2
foo9008 said:
in the notes , author said that the velocity within it is negligible? does the author mean the water velocity in the tank ?
so the velocity (v^2)/2g in the 4.24 means the velocity in the pipe ?
Yes, the author means that the inflowing water effectively becomes stilled by the water in the tank.
And yes, as the diagram shows, v is the inlet velocity.
 
  • #3
haruspex said:
Yes, the author means that the inflowing water effectively becomes stilled by the water in the tank.
And yes, as the diagram shows, v is the inlet velocity.
why the water will become ' stilled' ?
 
  • #4
foo9008 said:
why the water will become ' stilled' ?
Water has some viscosity. It becomes mixed with the water in the tank, sharing its momentum.
 
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1. What is loss of head at submerged discharge?

Loss of head at submerged discharge is a hydraulic phenomenon that occurs when water flows through a pipe or channel and experiences a decrease in pressure due to changes in the flow path or other factors.

2. What causes loss of head at submerged discharge?

There are several factors that can contribute to loss of head at submerged discharge, including frictional losses from the roughness of the pipe or channel walls, changes in flow direction, and energy losses due to turbulence or eddies in the flow.

3. How is loss of head at submerged discharge calculated?

The most common method for calculating loss of head at submerged discharge is the Darcy-Weisbach equation, which takes into account the velocity, diameter, and roughness of the pipe or channel, as well as the fluid properties and any changes in elevation.

4. How does loss of head at submerged discharge affect flow rate?

Loss of head at submerged discharge can significantly impact flow rate, as it represents a decrease in the energy of the flowing water. This decrease in energy can result in a decrease in flow rate, which can have implications for the efficiency and effectiveness of a hydraulic system.

5. How can loss of head at submerged discharge be minimized?

There are several ways to minimize loss of head at submerged discharge, including using smoother pipes or channels, reducing changes in flow direction, and keeping the flow rate within a certain range. Regular maintenance and cleaning of hydraulic systems can also help to prevent buildup of debris or other factors that can contribute to loss of head.

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