mudskipper1
Trust Me I'm an Engineer
Well about 5-10 times your tank volume every hour is a decent starting point, but it just depends on the pump you buy, factor in head loss, and give a little extra capacity on the drain.
What is the height difference in the opening?
The only problem I see might be a build up in the emergency. Then when you need it the emergecny can not drain enough water.
The problem with the Herbie is as the amount of water changes (evaporation, removing a rock, spills, etc) in the sump the pump has to work harder or easier and more or less water gets returned to the tank.
IMHO ideally you want the emergency to be as high as possible, but still capable of forming a siphon with out forming a vortex. Kind of hard to prove since as soon as the siphon is formed it will suck out all the water. The main drain should be as low as possible such that you don't hear the water dropping into the weir. If there is enough surface area and it stays laminar this could be fairly low. This gives the most difference in height between the drains and allows for the most fluctuation in water volume.
Auto top off can help with evaportion.
It seemed like a good plan...
It's probably somewhere in this thread although I have not yet finished reading it.
My questions are with my Aqueon 210 with two megaoverflows can I tee up the two 1" main drains into the gate valve. Should I go to 1-1/4" pipe before valve or after or 1" throughout to sump?
Help:wavehand:
Ok, read entire thread.:wildone:
Found the answer on page 47 thanks to PowermanKW and Rhodes19 regarding plumbing a dual overflow. Will be ordering parts and get my 210 up and running.![]()
Would this work or should I change some thing? I have 1 ½” main drain that I’m planning on teeing off the fuge to feed it some dirty water rather then having the return feed the fuge.
This is what I’m thinking main drain to tee then gate valve to skimmer section. Also should I reduce the pipe size going from the tee to the fuge or keep it the same size 1 ½”. And should I use another gate valve or can I get a way with a ball valve before the fuge section.
For silence both ends need to be under water. There is a risk of forming a siphon in that case (actually highly probable). So in the event of a power failure both the sump and the fuge will goto the same level (unless the siphon is broken). Someone also said that they had this problem while the pump was running, but I don't remember how they fixed it.