Physics exercise: Pressure in this Fresh Water Tank

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The discussion centers on a physics exercise involving a sealed fresh water tank filled with air and water, creating a trapped air pocket. Participants seek clarification on applying momentum and understanding fluid statics, particularly regarding the force at the center of pressure on the tank's plate. There is a need for clearer diagrams and a full problem description, including the coordinate system used. The air compression due to the water being pumped in is highlighted as a key factor in determining pressure changes. Overall, the focus is on accurately visualizing and solving the fluid dynamics scenario presented.
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Homework Statement
The manhole cover of the fresh water tank is screwed on and the tank is filled to the indicated level. Determine the pressure at the bolts.
Relevant Equations
dF=P*dA ; H=550mm ; Varignon's Theorem
I did some of the exercise, but I don't know how to apply the momentum :'(

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Can you explain this some more. The lid is put on the tank (making a seal). The tank is initially filled with air, then water is pumped in, trapping a pocket of air between the water surface and the lid. Is that the scenario?

Or looking at your solution attempt a bit more, it looks like a fluid statics problem where you find the force acting at the center of pressure on the plate. Either way, I think you need clearer diagramming of where/how this plate is oriented on the tank.
 
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Not sure I understand the diagrams. Pls supply the full description of the problem and state your coordinate system.
 
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erobz said:
Can you explain this some more. The lid is put on the tank (making a seal). The tank is initially filled with air, then water is pumped in, trapping a pocket of air between the water surface and the lid. Is that the scenario?
I think that's what's happening. The air is compressed, so the solution is to find the change in pressure given the corresponding change in volume.
 
If have close pipe system with water inside pressurized at P1= 200 000Pa absolute, density 1000kg/m3, wider pipe diameter=2cm, contraction pipe diameter=1.49cm, that is contraction area ratio A1/A2=1.8 a) If water is stationary(pump OFF) and if I drill a hole anywhere at pipe, water will leak out, because pressure(200kPa) inside is higher than atmospheric pressure (101 325Pa). b)If I turn on pump and water start flowing with with v1=10m/s in A1 wider section, from Bernoulli equation I...

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