I'm thinking how this compares to surveyor's laser I've seen used.
The survey laser is:
ridiculously accurate. Even annoyingly so.
requires line-of-site
uses a tripod on the reference side, an adjustable measuring stick as the remote.
start at about $400
faster to use when the laser can be seen (e.g. not in full sunlight)
In comparison this solution:
is less accurate ... but maybe still within tolerances?
doesn't require line of site
uses the same basic arrangement
unknown cost
sunlight use/low light use ... depends on the display
I haven't tried to map with a proper surveyor's level, but I've done it with a simple builders level and a 6' measuring stick. Between that
experience and watching others use a laser, I find the laser too sensitive. Yes, I'd like to have a perfect slope laid out, but if the stick is on top of a clump of grass or not can make a +- 1" difference, and there are other small variations in the soil height as well (was here a gopher hole there? a cow patty? a hoof print? a
root?) Which is to say that there are uncontrolled sources of variation or error that are introduced that reduce the accuracy of the whole system. The best way to deal with the error is by increasing the number of measurements.
Another thought ... the accuracy of the barometer. Thinking about this, I really don't care if my remote unit has my drop at exactly 5m from the control unit. What matters is the relative accuracy, or the consistency of accuracy between measurements. Which is to say ... what is limiting the accuracy? If the barometer simply can't distinguish air pressure differences less than .1m (and really ... wow that's still amazing) then that's clearly the limit. If the difference is small variation between the two barometers, then I really don't care. At some point it would be helpful to know the error distribution (if the distance between measurements is 2", what is the probability of it reading as a 4" difference?)
We generally think of slopes of 1/4" per foot for water flow ... or 2%. If .1m or about 4" is the resolution then I could place a mark about every 16'.
Another technology comparison is the A-frame and level, walking it along to identify contours. This is both a) widely accepted as a cheap, easy way to find contours and b) widely recognized as being inaccurate in comparison to a laser. This makes me think that instead of being a "survey" tool that it might be better considered a "contour finder".
As a land-owner and not a professional, I don't want to spend $400+ on a laser that I'll rarely use. Something like this, depending on the price, might be a useful tool that I'd use. Perhaps combined with a builders level (to make sure that spillway is indeed level) this has a place in my kit.
As to some of your questions:
1) I'd be happy with a kit to assemble. I think a lot of people would not accept having to solder the components (not sure how many people have a soldering iron around... even among this crowd, I'd think very few people do)
2) You might need to offer a "kit +" with a soldering iron so people don't have to think too much about it (and yes, for all of you non-soldering people out there, its easy, its quick and its kinda fun!)
3) standard photo tripod mount would be great (easy to make my own monopod...)
Sorry I mix English and Metric systems...