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WhiteSands
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Thanks for the excellent explanation. I have some more questions if you don't mind.
I fully understand what you are saying. With a full tank at 3000 PSI, the supply air is already pushing down on the diaphragm, overcoming the big spring pressure, by quite a lot. So only a small amount of incremental pressure is needed to close the valve.
With a near empty tank at 300PSI, the supply air is weaker so the diaphragm is not pushed down as much. So the valve has a longer way to travel (against big spring pressure) in order to close. So a much larger incremental pressure is needed to close the valve.
However, my question arises because of my understanding of what IP is:
Assuming the IP is read with the 1st stage on land (no water pressure working against the diaphragm) at 3000PSI and again at 300PSI tank pressure:
- What changes is the incremental pressure required to close the valve, when varying tank pressure from 3000PSI to 300PSI
- The total pressure required to close the valve does not change, whether tank pressure is 3000PSI or 300PSI. This is because if the tank has 3000PSI, we need smaller additional pressure to close the valve. If the tank has 300PSI, we need bigger additional pressure to close the valve.
In the end, the total amount of pressure needed to close the valve remains the same because it is the same spring we have to work against.
- I thought that IP refers to the total pressure inside the IP chamber. I.e. initial pressure from tank supply + incremental pressure required to close valve. This is also the pressure read by the IP Gauge as it is connected to the LP hose.
- To my understanding, what varies between 300PSI and 3000PSI tank supply is the incremental pressure needed to close the valve, but the total pressure (i.e. IP) should not change.
Where have I gone wrong with my understanding?
PS: In thinking about this more, I think there is more physics to this than meets the eye, that the book goes into in this section.
The initial high pressure 3000PSI blast from the tank that moves the diaphragm and compresses the spring may not build up a high pressure in the IP chamber. The spring's force curve will also be slightly different as the "preload" is different.
Versus if the supply pressure is at 300PSI and the air molecules has to slowly pack the IP chamber and pressurize it to push the diaphragm down and overcome spring pressure.
I'm thinking of a similar analogy to loosening a stuck bolt. Using a quick jerk of the wrench (similar to tank at 3000PSI) requires less force (similar to pressure) to break it free, then using a slow, consistent pull of the wrench (similar to tank at 300PSI).
Let me know if I'm going the right way.
With diaphragms, it's exactly the opposite scenario, although it's a little trickier to visualize. The air pressure from the tank is pushing the valve closed. This means with a full tank there is more pressure from the tank trying to close the valve, already working against the big spring. This means the amount of air pressure in the IP chamber-also pushing against that spring- that is needed to close the valve is lower. As the tank empties, there's less air pressure pushing the valve closed, meaning you need higher IP to close the valve.
I fully understand what you are saying. With a full tank at 3000 PSI, the supply air is already pushing down on the diaphragm, overcoming the big spring pressure, by quite a lot. So only a small amount of incremental pressure is needed to close the valve.
With a near empty tank at 300PSI, the supply air is weaker so the diaphragm is not pushed down as much. So the valve has a longer way to travel (against big spring pressure) in order to close. So a much larger incremental pressure is needed to close the valve.
However, my question arises because of my understanding of what IP is:
Assuming the IP is read with the 1st stage on land (no water pressure working against the diaphragm) at 3000PSI and again at 300PSI tank pressure:
- What changes is the incremental pressure required to close the valve, when varying tank pressure from 3000PSI to 300PSI
- The total pressure required to close the valve does not change, whether tank pressure is 3000PSI or 300PSI. This is because if the tank has 3000PSI, we need smaller additional pressure to close the valve. If the tank has 300PSI, we need bigger additional pressure to close the valve.
In the end, the total amount of pressure needed to close the valve remains the same because it is the same spring we have to work against.
- I thought that IP refers to the total pressure inside the IP chamber. I.e. initial pressure from tank supply + incremental pressure required to close valve. This is also the pressure read by the IP Gauge as it is connected to the LP hose.
- To my understanding, what varies between 300PSI and 3000PSI tank supply is the incremental pressure needed to close the valve, but the total pressure (i.e. IP) should not change.
Where have I gone wrong with my understanding?
PS: In thinking about this more, I think there is more physics to this than meets the eye, that the book goes into in this section.
The initial high pressure 3000PSI blast from the tank that moves the diaphragm and compresses the spring may not build up a high pressure in the IP chamber. The spring's force curve will also be slightly different as the "preload" is different.
Versus if the supply pressure is at 300PSI and the air molecules has to slowly pack the IP chamber and pressurize it to push the diaphragm down and overcome spring pressure.
I'm thinking of a similar analogy to loosening a stuck bolt. Using a quick jerk of the wrench (similar to tank at 3000PSI) requires less force (similar to pressure) to break it free, then using a slow, consistent pull of the wrench (similar to tank at 300PSI).
Let me know if I'm going the right way.