A picture tells a thousand words, even if it's a crappy MSPaint one...

The tank I'm setting up will be on a low stand and the sump plumbed thru the wall in the garage on the other side. The top of the tank is only going to be 1300mm high and the top of the sump about 900 high, so it doesn't give me much fall on the drains. I'm planning on two 50mm drains and running a Laguna max-flo 2900 pump pushing ~2500GPH at ~1000mm head. I'm thinking of putting the two drains one above the other so the lower one can/will operate as a full siphon (A), but if I do that the lower one will only have ~100mm fall after a horizontal run of 2-300mm. If I have them side by side (B) the fall will increase to around 200mm after a similar horizontal run for both drains. I've had a look at CHOPMERS sticky in the DIY forum on pipe flow rates and with a 36" fall a 50mm drain should flow 2400GPH, so two 50mm drains should be well capable of handling the flow from the pump. However, the amount they flow will be reduced because of the lack of vertical fall; how much, who knows?
So Option A, over-under with the bottom one running at a full siphon, or Option B, side-by-side with more vertical fall?


The tank I'm setting up will be on a low stand and the sump plumbed thru the wall in the garage on the other side. The top of the tank is only going to be 1300mm high and the top of the sump about 900 high, so it doesn't give me much fall on the drains. I'm planning on two 50mm drains and running a Laguna max-flo 2900 pump pushing ~2500GPH at ~1000mm head. I'm thinking of putting the two drains one above the other so the lower one can/will operate as a full siphon (A), but if I do that the lower one will only have ~100mm fall after a horizontal run of 2-300mm. If I have them side by side (B) the fall will increase to around 200mm after a similar horizontal run for both drains. I've had a look at CHOPMERS sticky in the DIY forum on pipe flow rates and with a 36" fall a 50mm drain should flow 2400GPH, so two 50mm drains should be well capable of handling the flow from the pump. However, the amount they flow will be reduced because of the lack of vertical fall; how much, who knows?
So Option A, over-under with the bottom one running at a full siphon, or Option B, side-by-side with more vertical fall?
