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Greg,
I learned a lot from your articles on sumps. I have an established 30 gallon reef. It currently does not have a sump, however I would like to add one. The stand that I have was not designed for a sump, but I do have easy access to my basement, directly below the tank.
The tank has not been pre-drilled so it appears that my only choice is to use a hang-on overflow. My concern is the same as your concern, namely, the chance that we could overflow the main tank should the siphon be lost.
Now I would have thought that someone would have invented a switch that either requires the presence or lack of presence of water. This switch could then be used to deactivate the return pump in the event of a clog or siphon loss.
I must assume that if there was a reliable switch you would have mentioned it in your article and it would be standard on each and every sump. Still, it begs the question.
One more thing. Do you know of any calculators that can help me figure out the return pump size while also taking into account vertical rise, which in my case would be about 10 feet? Is it good practice to oversize a pump and then use a valve to restrict flow or would this damage the pump?
Thanks
Jeff
I learned a lot from your articles on sumps. I have an established 30 gallon reef. It currently does not have a sump, however I would like to add one. The stand that I have was not designed for a sump, but I do have easy access to my basement, directly below the tank.
The tank has not been pre-drilled so it appears that my only choice is to use a hang-on overflow. My concern is the same as your concern, namely, the chance that we could overflow the main tank should the siphon be lost.
Now I would have thought that someone would have invented a switch that either requires the presence or lack of presence of water. This switch could then be used to deactivate the return pump in the event of a clog or siphon loss.
I must assume that if there was a reliable switch you would have mentioned it in your article and it would be standard on each and every sump. Still, it begs the question.
One more thing. Do you know of any calculators that can help me figure out the return pump size while also taking into account vertical rise, which in my case would be about 10 feet? Is it good practice to oversize a pump and then use a valve to restrict flow or would this damage the pump?
Thanks
Jeff