Cliff,
When I still worked for BP, we had a sign on the team-room door "... Coal Where Every Day is a Whole New World". It took a long time, but we finally realized that wishing the Coal would make sense or be logical just wasn't going to make it happen. Every wierd thing I saw in 11 years with the coal caused me to develop an hypothisis to explain it, then I developed interventions to address the hypothisis. Some of them worked, most didn't. You can get a flavor of this process at my web page under "Samples" and look at "Producing Coalbed Methane at High Rates at Low Pressures SPE85409". I'm presenting this paper at the SPE ATCE next week in Denver (the last talk on the last day, I'll probably be presenting to the moderator) if you're there look me up (I'll be sitting in Booth 2105 most of the week).
BP has a half dozen new wells with over 200 ft of rat hole and they all do worse when the pump is set (even slightly) below the coal. I don't have an explaination, but that is what we found.
One thing that is very different about the coal is the very low bottom-hole pressures that are required. These pressures increase the amount of water vapor that can be carried with the gas. At 20 psig flowing bottom-hole pressure and 105F bottom-hole temp, you can carry over 8 BBL/MMCF of water as water vapor. As you go through the upper aquifer the temp drops and you get rain in the casing. The complexities of this flow are horrible.
Then you add a pump and the gas is still at 100% relative humidity. But if the inflow is 6 BBL/MMCF, and the evaporation is 8 BBL/MMCF, and the pump is moving 20 BBL/MMCF then the water level should go down. UNLESS getting the water level down causes the WGR to increase dramitically. We (BP that is, I don't work there any more) have video that, while far from conclusive, suggests just that. So maybe my "lower 1/3" rule of thumb is enough to prevent draining the nearly-infinite water bucket that the coal seems to be. Water is a waste product and our business doesn't value data, so none of the operators here have ever gotten meaningful water data and I can't tell you if the water rates went up, down, or stayed the same when we changed set-depths.
Coal fines are really interesting besties. The average cross-sectional area is less than 5 microns. They will flow through anything. The coal (at least San Juan Fairway coal) is very soft (friability averages less than 15 psid) and it breaks continiously. Every time it breaks, it creates what I call a "fines bloom" that puts hundreds to thousands of pounds of coal into the flow stream. The fines all have a very slight positive electrical charge and they repel each other. Any sort of downhole pump will build a small (or maybe not so small) electrical charge just from metal rubbing against metal. As the gas/water/fines mix passes the pump on the way down the rat hole some of the coal fines lose their positive charge to the static and pick up a negative charge. At that point the coal clumps and plugs things like pump-intakes very rapidly. I estimated last year that BP's 60-70 fairway wells put 600-1000 pounds of coal into the gathering system each week (based on what we shoveled out of pig receivers). 2-3 pounds will seal the intake ports on an ESP, PCP, or rod pump. Setting the pump higher reduces the effective size of the electrostatic precipitator that a moving pump downhole becomes.
My favorite artificial lift method in the coal is an eductor. I've run over 30 eductors for over 5 years with really good results. The interesting thing about using an eductor is that it will slurp whatever is at the end of the tubing - it doesn't care if it is pulling on liquid, gas, or a slurry and the NPSHr is less than zero. Consequently, we find a solid water gradient (close to 0.43 psi/ft) just below the tubing. With eductors we've been able to move tubing up and down to find the level where gas production is maximized. That makes me pretty confident that something unpleasant happens when you try to pull the coal dry. I can't tell you with confidence what it is, but it is ugly.
David Simpson, PE
MuleShoe Engineering