Hello there
Planning a 120g 4'x2'x2' peninsula.
On panel where plumbing will reside, have an eshopps prodigy L.
I'm not necessarily looking to keep many/any SPS but would like to be able to have some. But this should not have a significant impact on design.
I am looking to use a sand substrate (~1.5" depth).
Challenge 1: I have read that peninsula's are prone to surface slime. Since powerheads on same side as the overflow prevent service collection. And no one wants to place anything on opposite end if possible.
Challenge 2: I have also read that blasting pumps too hard, apart from damaging coral, leaves sand overly distrubed.
Note - I plan to place my return over the center of overflow box pointing ~15 degrees downwards
Plan (Flow): Two Jacod ECP Intelligent Cross Flwo Wave Makers (ECP-120M or ECP150M) placed vertically on either side of the overflow box. Sync'd to run one at a time every 20mins. FYI...
ECP-120M = 1585 to 3962 gph
ECP-150M = 2324 to 5811 gph
Plan (Sand): Apply mixture of sand blending the finer grain towards the overflow end and the larger grain in opposite end.
- CaribSea Live Sand Special Grade Arag-Alive (1.0mm to 2.0mm) - put in same end as overflow box
- CaribSea Ocean Direct Original Grade (0.25mm to 6.5mm) - put more in end opposite overflow box
Looking for any advice, especially from those that have or have had peninsula tanks.
In particular seeking:
- gyre flow idea and required GPH should this be a good design?
- sand stability given the required GPH to avoid surface skim?
Thanks kindly, bks
ps - I'm quite new to R2R so if better forum for this let me know
Planning a 120g 4'x2'x2' peninsula.
On panel where plumbing will reside, have an eshopps prodigy L.
I'm not necessarily looking to keep many/any SPS but would like to be able to have some. But this should not have a significant impact on design.
I am looking to use a sand substrate (~1.5" depth).
Challenge 1: I have read that peninsula's are prone to surface slime. Since powerheads on same side as the overflow prevent service collection. And no one wants to place anything on opposite end if possible.
Challenge 2: I have also read that blasting pumps too hard, apart from damaging coral, leaves sand overly distrubed.
Note - I plan to place my return over the center of overflow box pointing ~15 degrees downwards
Plan (Flow): Two Jacod ECP Intelligent Cross Flwo Wave Makers (ECP-120M or ECP150M) placed vertically on either side of the overflow box. Sync'd to run one at a time every 20mins. FYI...
ECP-120M = 1585 to 3962 gph
ECP-150M = 2324 to 5811 gph
Plan (Sand): Apply mixture of sand blending the finer grain towards the overflow end and the larger grain in opposite end.
- CaribSea Live Sand Special Grade Arag-Alive (1.0mm to 2.0mm) - put in same end as overflow box
- CaribSea Ocean Direct Original Grade (0.25mm to 6.5mm) - put more in end opposite overflow box
Looking for any advice, especially from those that have or have had peninsula tanks.
In particular seeking:
- gyre flow idea and required GPH should this be a good design?
- sand stability given the required GPH to avoid surface skim?
Thanks kindly, bks
ps - I'm quite new to R2R so if better forum for this let me know

