I started this new thread about my bog project so it would hopefully garner some attention .
With my currently operating bog i used a plastic stock tank. Typical construction with pipes, gravel etc. The water exits at the top via a PVC pipe which exits at the top via a Uniseal.
Above the exit pipe I have about 12 inches of stock tank wall to allow for rise in water level due to roots,clog etc.
Here is my quandary:
In my new bog since I am using railroad ties to build the bog I could of course cut a groove at the top tie to allow water to spill over into the pond. However this does not allow for leaving a foot or so about the surface should I need it.
Clearly I cannot use a Uniseal or bulkhead fitting so what to do?
I thought that if I simply had a PVC pipe sitting at the top of the water/gravel interface and over the top via 2 90 degree bends the water would rise up the pipe due to hydrostatic pressure and flow through said pipe back to pond. However as I envision this wouldn't the water rise in the entire bog and spill over the sides or is there some law of fluid mechanics which states that the water will rise more quickly in a narrow pipe due to pressure and problem solved?
Everybody seems to leave a foot or so of wiggle room at the top above the gravel. How do you accomplish this with material which will not accept a bulkhead or Uniseal? Inquiring minds want to know.
I hope this question makes sense to somebody
With my currently operating bog i used a plastic stock tank. Typical construction with pipes, gravel etc. The water exits at the top via a PVC pipe which exits at the top via a Uniseal.
Above the exit pipe I have about 12 inches of stock tank wall to allow for rise in water level due to roots,clog etc.
Here is my quandary:
In my new bog since I am using railroad ties to build the bog I could of course cut a groove at the top tie to allow water to spill over into the pond. However this does not allow for leaving a foot or so about the surface should I need it.
Clearly I cannot use a Uniseal or bulkhead fitting so what to do?
I thought that if I simply had a PVC pipe sitting at the top of the water/gravel interface and over the top via 2 90 degree bends the water would rise up the pipe due to hydrostatic pressure and flow through said pipe back to pond. However as I envision this wouldn't the water rise in the entire bog and spill over the sides or is there some law of fluid mechanics which states that the water will rise more quickly in a narrow pipe due to pressure and problem solved?
Everybody seems to leave a foot or so of wiggle room at the top above the gravel. How do you accomplish this with material which will not accept a bulkhead or Uniseal? Inquiring minds want to know.
I hope this question makes sense to somebody
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