Hokay...
As Jesper said, my vessel is certified (and 3" thick). I'm not about to violate the vessel integrity.
I have tried to use a Differential Pressure Sensor in the past. It was, is, ...was a Foxboro unit. It's dead now. It died on the first cycle.
I had it mounted in a manner similar to what Mike suggested, except I made the connections at the extreme upper and lower points so I could take advantage of the entire fluid/air height.
When I opened the lines to the sensor, the sensor gave a reasonable reading. Then we started a cycle. As fluid left the bottles, the reading followed reasonably. Shortly after discharging, it was time to recharge the accumulator (the rest of the process carries on in the meantime).
So... two 100HP pumps (4-pistons each) begin to recharge the accumulator. We watched as the reading slowly returned toward the normal level. All was progressing well. At that point, the pressure in the accumulator was something around 2500 psi. However, very soon, the level reading started to become somewhat erratic. We could see that it was becoming more erratic by the moment.
And then... the transmitter display went to sleep... as in when Uncle Louie says "Dat bum is sleepin' wid da fishies" (did I mention the lovely concrete-boots that Uncle Louie gave to the bum before said bum went to visit the fishies?").
So... the transmitter died.
At the time, the system was subject to some rather extreme hydraulic hammering. The hammering effect has produced interesting results in various parts of the system. There have been more than a few times, when coming to work, I wondered, how is it that I find myself at "The Bellagio" (the dancing-waters, don't cha know?). Sometimes, just like at The Bellagio, the only thing you want to do is sit there and stare in awe. Marvelous, simply marvelous!
I've since taken measures to minimize the hammering. I miss those water shows... they were really, cool!
After a few phone calls, it was ascertained that the sensor failed because of the hammering. The sensor was rated well above our maximum pressure but it could not take the dp/dt (hammering). The suggested solution was to install "snubbers" to dampen the hammer effect. That sounded reasonable until I became aware that "snubbers" have a "life", and when they fail, they fail immediately. That would mean... another transmitter sleepin' wi da fishies!
So, we decided not to go that route; we had to find a better way. That was a couple of years ago. I find it very hard to remember to feed the chickens when I am being chased by a bull... don't you? So, many bulls later... and having recently experienced water coming out of the "air pressure safety valve" in the accumulator system, it is now time to face this bull once again (sorry again, chickens).
The ultimate cause of this pursuit is that the integrity of the airside of the accumulator system is always suspect. We have so much noise in the area that you couldn't hear a leak if it had teeth and bit you in the a$$. All it takes to lose the expected water level is for a small leak to develop.
Now, someone suggested monitoring the amount of water removed from a storage tank and pumped into the accumulator. That could work... if the system wasn't inherently leaky and if there were not two systems (high pressure and low pressure) drawing from that storage tank.
The "technical" answer to management is... the system is too "dynamic" in it's distribution balance. The "straight" answer is... the system is a sieve! The most reliable part of the system is the airside of the accumulator; and it cannot be trusted.
I can handle all of the leaks on the waterside. I need to find a way to monitor the leaks on the airside so that I can handle the leaks on the airside. The only clearly indicative clue is the level of the water when the water and air is at pressure. As I lose air, the water level rises before it comes to pressure.
If I lose air, I can apply a remedy (5000 psi air compressor) but I need to know if I'm winning or losing on a cycle to cycle basis.
So... I'm accepting the following:
- Murphy lives.
- Murphy is registered to vote.
- Murphy's voter's registration card shows my place of employment as his home address.
I'm also accepting the concept of atrophy as a universal constant (damn, that ain't the right word... you know what I mean... the one where all things tend to go to pi$$... hmm, I think I need another MGD).
Fill & Dump is pressure and process controlled; this is not an issue.
I need to know the TREND from cycle to cycle. I need to know what the real water level is from cycle to cycle WHILE corrective actions are being taken.
I do not want to use any kind of fixed position level sensors. They are no better than those damned idiot lights in your car that tell you... "Uh... excuse me... you ran out of oil about 10 miles back... just thought you might like to know."
So far, I expect that I will build another tube in parallel with my petcock tube. The old, reliable, although, not very informative, petcocks will always work.
I'm looking to insert a sensor into this second tube. I'm looking at the one from K-TEL (LU2E) and the one Jesper mentioned. My bottles are about 12-feet tall so I'll need a pretty long probe. Actually, I'm only worried about the upper 6-8 feet.
I'll keep you posted.