I measured the suction on the running CS 6/1 intake manifold at only 35 mm or 1 3/8 inches of water. So the range of water that can be used without a flood on stopping is very shallow. For the emitter in the intake manifold I used 3/16 OD brass tube with the end cut at 45 degrees facing away from the flow.
https://youtu.be/LBIlMnNyCicI see why Mr X flattened the end of his tube to restrict flow- with the open tube, as you raise the water level (in my case raising a 10 ml syringe body attached to a telescoping stand), the flow is fairly brisk (>1 ml per second) until the water gets below the flow level and then it just stops.
This tray feed method could certainly be used effectively as a batch WI process- get the engine warmed up and then fill up your tray; it is essentially gravity flow until the water level gets down to the stopping level of 35mm below the highest point of the manifold emitter. If you fill your tray above 35mm, you risk an intake flood if the engine should shut down. The WI flow rate should vary linearly with water level.
This is not what i had in mind for my use since my generator shed is quite remote and I'm more interested in something automatic that just needs water every 8 hrs of engine run time, with my usual runs of 40-60 minutes.
I'll need to add some complexity; a constant water level to be regulated via float valve or the upside down bottle method Glort suggested. I can now fiddle on my bench with the manifold orifices and needle valve to get the desired flow rate with a head of about 20mm of water.
If I use a 4 ml/minute flow, 8 hours of run time would use about 2 liters of water. Is that sufficient? Would pulses of higher flow be better for dislodging deposits?