ZazG
17-03-06, 13:08
After having resisted having any form of sump over the last few years, as a consequence of having to help a friend clear up the mess caused by a failed pump at 3am many years ago (and the consequent impending threat of divorce to said friend), as well as the tragic loss of most of his livestock, I am now reconsidering building my own sump.
Due to cabinet struts, top-up reservoirs & general equipment stuffed under my tank, anything which could go under my tank is out of bounds. I am therefore considering building a 4 ft x 8" shelf ABOVE the tank, onto which I would put the sump.
To my mind this would have several advantages:
1) Low head = 60 to 80 cm = less powerful pump = less expense.
2) Gravity return
3) Should the pump fail, there will be no flooding.
4) Easier access for maintenance.
Current system uses a 4" in-tank DSB, 1 x MCE600, 2 x Fluval 404's, and 4 x assorted powerheads.
Tank size 48W x 18"W x 24" H = approx 65 gallons.
Can anyone think of any disadvantages? If so please list!
Lastly, can someone give me a formula for working out what the height of the sump should be, and also how to work out the volume of Aragonite required, as well as the flow.
I have done a search, but can't find the above. I also appreciate that depending on your answers this may be a non-starter due to the odd size of the intended sump.
Thanks for your time, and for any input you may have.
Due to cabinet struts, top-up reservoirs & general equipment stuffed under my tank, anything which could go under my tank is out of bounds. I am therefore considering building a 4 ft x 8" shelf ABOVE the tank, onto which I would put the sump.
To my mind this would have several advantages:
1) Low head = 60 to 80 cm = less powerful pump = less expense.
2) Gravity return
3) Should the pump fail, there will be no flooding.
4) Easier access for maintenance.
Current system uses a 4" in-tank DSB, 1 x MCE600, 2 x Fluval 404's, and 4 x assorted powerheads.
Tank size 48W x 18"W x 24" H = approx 65 gallons.
Can anyone think of any disadvantages? If so please list!
Lastly, can someone give me a formula for working out what the height of the sump should be, and also how to work out the volume of Aragonite required, as well as the flow.
I have done a search, but can't find the above. I also appreciate that depending on your answers this may be a non-starter due to the odd size of the intended sump.
Thanks for your time, and for any input you may have.